JPH08135137A - Method of fitting tile on building wall body - Google Patents

Method of fitting tile on building wall body

Info

Publication number
JPH08135137A
JPH08135137A JP754195A JP754195A JPH08135137A JP H08135137 A JPH08135137 A JP H08135137A JP 754195 A JP754195 A JP 754195A JP 754195 A JP754195 A JP 754195A JP H08135137 A JPH08135137 A JP H08135137A
Authority
JP
Japan
Prior art keywords
tile
formwork
wall
mounting member
fixed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
JP754195A
Other languages
Japanese (ja)
Inventor
Akira Sugiyama
暁 杉山
Masatetsu Kimura
真鉄 木村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP754195A priority Critical patent/JPH08135137A/en
Publication of JPH08135137A publication Critical patent/JPH08135137A/en
Withdrawn legal-status Critical Current

Links

Abstract

PURPOSE: To shorten term of work and improve workability by making it possible to solidly and facilitately fix tiles on building wall surfaces. CONSTITUTION: Tile fitting members formed in a lattice shape on building wall surface are fixed by using such means as anchor bolts or framework separating bolt 2 used for framework vertical molding and tile fitting members are orderly arranged with engaging pieces 5b, which engage with recessed grooves provided on the back of the tiles, forming files and ranks. When tiles are engaged with engaging pieces 5b successively from the bottom step to the upper steps, tiles are fixed by pouring back filling mortar into each step starting from the bottom step.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は建築物の壁面に対して
タイルを装着する工法に関するものであり、特に、該タ
イルを建築物の壁面に容易、且つ、強固に装着するため
の工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for mounting a tile on a wall surface of a building, and more particularly to a method for mounting the tile on a wall surface of a building easily and firmly. Is.

【0002】[0002]

【従来の技術】従来の建築物壁体にタイルを装着する工
法は、壁体が鉄筋コンクリートにて構築されている場合
は、型枠内に壁体構築用のコンクリートを打設した後
に、該型枠を取外し、そして、該壁体の外表面の略全域
に及んで表面を均一にするために補修モルタルを塗装し
てタイル下地を形成し、該補修モルタルの乾燥養生後、
張り付けモルタルを該補修モルタル側又はタイル側に塗
付してタイル張り作業を行う湿式工法が知られている。
2. Description of the Related Art A conventional method for mounting tiles on a building wall is that if the wall is constructed of reinforced concrete, the concrete for building the wall is placed in the mold and then the The frame is removed, and a tile mortar is formed by coating a repair mortar in order to make the surface even over almost the entire outer surface of the wall body to form a tile base, and after drying and curing the repair mortar,
There is known a wet method in which a mortar to be applied is applied to the repair mortar side or the tile side to perform tile work.

【0003】又、木造建築物の壁体にタイルを装着する
工法は、先ず壁面に防水紙を張設し、該防水紙の表面に
ラス金網をホッチキス止めし、更に、その上にタイル下
地のモルタルを塗装し、該モルタルの乾燥養生後、張り
付けモルタルを前記タイル下地のモルタル側或いはタイ
ル側に塗付してタイル張り作業を行う湿式工法も知られ
ている。又、建築物壁面に専用レール等を釘打ちして取
り付け、該専用レールにタイルを引掛し、更に接着剤等
を用いてタイルを建築物壁面に固定する乾式工法も知ら
れている。
Further, in the method of installing tiles on the wall of a wooden building, waterproof paper is first stretched on the wall surface, and a lath wire mesh is stapled on the surface of the waterproof paper, and then the tile base is placed on the waterproof paper. There is also known a wet method in which mortar is coated, and after the mortar is dried and cured, the mortar attached is applied to the mortar side of the tile base or the tile side to perform tile work. There is also known a dry method in which a dedicated rail or the like is nailed to a wall surface of a building, the tile is hooked to the dedicated rail, and the tile is fixed to the wall surface of the building with an adhesive or the like.

【0004】更に又、コンクリート壁躯体と外装タイル
との間に断熱材を挟挿して、建築物の壁面の外側で熱の
移動を遮断するようにした外断熱工法も知られている。
Further, there is also known an external heat insulating construction method in which a heat insulating material is inserted between a concrete wall body and an exterior tile to block the movement of heat outside the wall surface of a building.

【0005】[0005]

【発明が解決しようとする課題】従来の湿式工法は施工
上多大の時間と労力並びに熟練した技能者を必要とし、
且つ、施工能率が悪く、コスト高の要因となっている。
The conventional wet method requires a great deal of time and labor for construction, and requires skilled workers.
Moreover, the construction efficiency is poor, which is a factor of high cost.

【0006】又、乾式工法はタイルの固定に問題があ
り、接着性及び恒久性に不安があると共に、タイルが剥
離する危険性が高い。又、前記外断熱工法に於ては、断
熱材の構造強度が低く、且つ、該断熱材を釘着して保持
しているため、該断熱材の保持力が不足し、且つ、タイ
ルを該断熱材に固定するための固定用金具等が該断熱材
に固定できず、タイルが剥離する虞れがある。
[0006] Further, the dry method has a problem in fixing the tiles, and there is a concern about adhesiveness and durability, and there is a high risk that the tiles may peel off. Further, in the outer insulation method, the structural strength of the heat insulating material is low, and since the heat insulating material is nailed and held, the holding force of the heat insulating material is insufficient, and the tile is Fixing metal fittings for fixing to the heat insulating material cannot be fixed to the heat insulating material, and there is a risk that the tile may peel off.

【0007】そこで、タイルを建築物壁体に強固、且
つ、容易迅速に装着し、或いは同時に断熱効果も奏する
壁体を構築するために解決せらるべき技術的課題が生じ
てくるのであり、本発明は該課題を解決することを目的
とする。
Therefore, there arises a technical problem to be solved in order to firmly and easily attach the tile to the wall of the building and to construct the wall which also exhibits the heat insulating effect at the same time. The invention aims to solve the problems.

【0008】[0008]

【課題を解決するための手段】本発明は上記目的を達成
するために提案せられたものであり、パネル型枠を用い
て壁体が均一壁面に構築せられる鉄筋コンクリート建築
工法に於て、該パネル型枠内に壁コンクリートが打設せ
られて、該パネル型枠を取り外した後、該パネル型枠の
建込みに用いる型枠セパレータ用ボルトを用い、前記壁
コンクリートより外側に突出している部位の該型枠セパ
レータ用ボルトにナットを緊締するとき、タイル装着部
材をナットと壁コンクリート間に挟持して固定し、更
に、該タイル装着部材にはタイル裏面に設けた凹溝に係
合する係合部が並設されており、該タイル装着部材の係
合部にタイルの前記凹溝を係合して下段より横列一段毎
に裏込めモルタルを流し込んで固定するようにした建築
物壁体に対するタイル装着法、及び均一壁面に形成せら
れた壁体を有する鉄筋コンクリート建築工法に於て、該
壁体を構築するための型枠は該型枠の外側部を断熱材か
ら成る外側部打込型枠にて構成され、且つ、該型枠内に
壁コンクリートが打設されてパイプサポート等の型枠支
持材及び外側部打込型枠以外の型枠を取外した後、該型
枠の建込みに用いる型枠セパレータ用ボルトを用い、該
外側部打込型枠の外側に突出している部位の型枠セパレ
ータ用ボルトにナットを緊締するとき、タイル装着部材
をナットと外側部打込型枠間に挟持して固定し、更に、
該タイル装着部材にはタイル裏面に設けた凹溝に係合す
る係合部が並設されており、該タイル装着部材の係合部
にタイルの前記凹溝を係合して下段より横列一段毎に裏
込めモルタルを流し込んで固定するようにした建築物壁
体に対するタイル装着法、及び建築物の外壁を構築する
とき、該外壁構築部位に配設したコンクリートパネルか
ら成る型枠の外側部型枠に穴を開穿し、該穴から該型枠
内にアンカーボルトを挿入して壁コンクリートを打設し
た後、該型枠を取外し、該壁コンクリートの壁面より突
設した前記アンカーボルトの前端部に前後の距離を調整
して不陸調整用プレートを固設し、更に、該不陸調整用
プレートにボルトにて固定金具を固定するとき、該不陸
調整用プレートと固定金具との間にタイル装着部材を挟
持して固定し、且つ、該タイル装着部材に設けた係合部
にタイル裏面に設けた凹溝を係合して下段より横列一段
毎に裏込めモルタルを流し込んで固定するようにした建
築物壁体に対するタイル装着法、及び建築物の外壁を型
枠を用いて構築するとき、該型枠は該型枠の外側部を断
熱材から成る外側部打込型枠にて構成され、且つ、該外
側部打込型枠に穴を開穿し、該穴から該型枠内にアンカ
ーボルトを挿入して壁コンクリートを打設した後、パイ
プサポート等の型枠支持部材及び前記外側部打込型枠以
外の型枠を取外し、該外側部打込型枠の前面より突出し
ている前記アンカーボルトの前端部に前後の距離を調整
して不陸調整用プレートを固設し、更に、該不陸調整用
プレートにボルトにて固定金具を固定するとき、該不陸
調整用プレートと固定金具との間にタイル装着部材を挟
持して固定し、且つ、該タイル装着部材に設けた係合部
にタイル裏面に設けた凹溝を係合して、下段より横列一
段毎に裏込めモルタルを流し込んで固定するようにした
建築物壁体に対するタイル装着法、並びに建築物の柱・
間柱に断熱材を木ネジ又はビス或いはボルト・ナット等
の取付具にて取付けると共に、該断熱材の前面に不陸調
整スペーサーを介して前後の距離が調整されたタイル装
着部材が前記取付具によって固定され、且つ、該タイル
装着部材に設けた係合部にタイル裏面に設けた凹溝を係
合して下段より横列一段毎に裏込めモルタルを流し込ん
で固定するようにした建築物壁体に対するタイル装着法
を提供するものである。
The present invention has been proposed in order to achieve the above object, and in a reinforced concrete construction method in which a wall body is constructed on a uniform wall surface by using a panel formwork, A portion where wall concrete is poured into the panel formwork and, after the panel formwork is removed, the formwork separator bolts used for building the panel formwork are used to project outside the wall concrete. When tightening the nut on the formwork separator bolt, the tile mounting member is clamped and fixed between the nut and the wall concrete, and the tile mounting member is engaged with the groove provided on the back surface of the tile. For a building wall body in which joint portions are provided in parallel, and the concave groove of the tile is engaged with the engaging portion of the tile mounting member so that the back-filling mortar is poured into each row from the lower row and fixed. Thailand In a mounting method and a reinforced concrete construction method having a wall body formed on a uniform wall surface, a formwork for constructing the wall body has an outer-side driving formwork in which an outer part of the formwork is made of a heat insulating material. And the wall concrete is placed in the formwork, and after removing the formwork support material such as pipe supports and the formwork other than the outside-place-driving formwork, the building process is performed. When tightening the nut to the mold separator bolt of the portion projecting to the outside of the outer part driving mold using the mold separator bolt to be used, insert the tile mounting member between the nut and the outer part driving mold. It is clamped and fixed, and further,
Engagement portions that engage with the concave grooves provided on the back surface of the tile are arranged in parallel on the tile mounting member, and the concave grooves of the tile are engaged with the engaging portions of the tile mounting member so that one row from the bottom row. Tile mounting method for a building wall body in which backfilling mortar is poured and fixed for each, and when building an outer wall of a building, an outer mold of a formwork consisting of concrete panels arranged in the outer wall construction site A front end of the anchor bolt projecting from the wall surface of the wall concrete after opening a hole in the frame, inserting an anchor bolt into the mold through the hole and placing wall concrete When fixing the unevenness adjusting plate by adjusting the front-back distance to the section, and further fixing the fixing metal fittings to the unevenness adjusting plate with bolts, between the unevenness adjustment plate and the fixing metal fittings. Tile and fix the tile mounting member to the A tile mounting method for a building wall body in which a recessed groove provided on the back surface of the tile is engaged with an engaging portion provided on the tile mounting member and a back-filling mortar is poured and fixed for each row from the lower row, And when constructing an outer wall of a building using a formwork, the formwork is configured such that an outer side of the formwork is an outer side driving formwork made of a heat insulating material, and the outer side driving formwork. After drilling a hole in the hole, inserting anchor bolts into the mold through the hole and placing wall concrete, then a form supporting member such as a pipe support and a form other than the outside driving form are formed. Remove the anchor bolts protruding from the front surface of the outer portion driving form, adjust the front-back distance to the front end portion of the anchor bolts, and fix the unsteady plate for fixation, and further fix the unsteady plate to the bolts. When fixing the fixing bracket with the The tile mounting member is sandwiched and fixed, and the engaging portion provided on the tile mounting member is engaged with the recessed groove provided on the back surface of the tile, and the back-filling mortar is poured into each row from the lower row and fixed. Tile mounting method for building wall, and pillars of building
The heat insulating material is attached to the stud with a mounting tool such as wood screws or screws or bolts and nuts, and the tile mounting member whose front and back distance is adjusted to the front surface of the heat insulating material through the unevenness adjusting spacer is provided by the mounting tool. For a building wall body that is fixed, and a groove provided on the back surface of the tile is engaged with an engaging portion provided on the tile mounting member so that back-filling mortar is poured into each row from the lower row and fixed. It provides a tile mounting method.

【0009】[0009]

【作用】請求項1記載の発明は主として大型パネル型枠
が用いられて壁体が均一壁面に構築される鉄筋コンクリ
ート建築工法に用いられる。
The invention according to claim 1 is mainly used in a reinforced concrete construction method in which a large panel form is used and the wall body is constructed on a uniform wall surface.

【0010】而して、該大型パネル型枠の建込みは、型
枠セパレータ用ボルト等が用いられて該大型パネル型枠
が固定され、そして、該大型パネル型枠内に壁コンクリ
ートが打設され、該壁コンクリートが硬化した後、該大
型パネル型枠は取り外されるが、前記型枠セパレータ用
ボルトは壁コンクリートに埋設された状態でその先端部
が該壁コンクリートの前面に突出している。そこで、該
型枠セパレータ用ボルトの先端部にワッシャを介してナ
ットを緊締するとき、タイル装着部材を壁コンクリート
と該ワッシャ間に介装させて該ナットを緊締する。斯く
して、該タイル装着部材は該壁コンクリートの前面に固
設せられる。
In order to build the large-sized panel formwork, the large-sized panel formwork is fixed by using bolts for the formwork separator, and the wall concrete is placed in the large-sized panel formwork. After the wall concrete is hardened, the large panel formwork is removed, but the tip of the formwork separator bolt projects into the front face of the wall concrete in a state of being embedded in the wall concrete. Therefore, when tightening the nut at the tip of the formwork separator bolt via the washer, the tile mounting member is interposed between the wall concrete and the washer to tighten the nut. Thus, the tile mounting member is fixed to the front surface of the wall concrete.

【0011】而して、該タイル装着部材にはタイルの裏
面に横方向に設けられた凹溝に係合するための係合部が
並設されているので、該係合部にタイルの凹溝を係合し
乍ら横列一段毎に裏込めモルタルを流し込む。斯くし
て、該タイルは前記タイル装着部材並びに型枠セパレー
タ用ボルト及びワッシャ・ナット等を介して壁コンクリ
ートの壁面に強固且つ、整然と装着される。
Since the tile mounting member is provided with an engaging portion for engaging with a concave groove provided in the lateral direction on the back surface of the tile, the concave portion of the tile is inserted into the engaging portion. Engage the grooves and pour backfill mortar row by row. Thus, the tile is firmly and orderly mounted on the wall surface of the wall concrete through the tile mounting member, the form separator bolt, the washer and the nut and the like.

【0012】請求項2記載の発明は請求項1記載の発明
と同様に、大型パネル型枠を用いて壁体が均一壁面に形
成される鉄筋コンクリート建築工法に用いられるのであ
るが、該大型パネル型枠の外側部は断熱材から成る外側
部打込型枠にて構成されている。そこで、この該大型パ
ネル型枠内に壁コンクリートを打設し、そして、該壁コ
ンクリートが硬化した後、パイプサポート等の型枠支持
材及び外側部打込型枠以外の型枠を取外したとき、請求
項1記載の発明と同様に型枠セパレータ用ボルトは壁コ
ンクリートに埋設され、そして、その先端部が外側部打
込型枠の前面に突出している。その後は請求項1記載の
発明と同様の工法にてタイルが壁コンクリートの前面に
強固且つ、整然と装着され、更に、該断熱材の埋込みに
よって壁コンクリートの断熱効果が助成される。
The invention according to claim 2 is, like the invention according to claim 1, used for a reinforced concrete construction method in which a wall body is formed on a uniform wall surface by using a large panel form. The outer part of the frame is formed by an outer part driving form made of a heat insulating material. Therefore, when wall concrete is cast into the large-scale panel formwork, and after the wall concrete is hardened, formwork support materials such as pipe supports and formworks other than the outside driving formwork are removed. Similarly to the first aspect of the invention, the bolt for formwork separator is embedded in the wall concrete, and the tip of the bolt protrudes to the front surface of the outer casting mold. After that, the tile is firmly and orderly attached to the front surface of the wall concrete by the same construction method as that of the invention of claim 1, and the heat insulating effect of the wall concrete is further promoted by embedding the heat insulating material.

【0013】請求項3記載の発明は、主として壁コンク
リートの壁面が不均一の場合に用いられる。そこで、壁
コンクリートを打設するときはコンクリートパネルから
成る型枠が建込められるとき、該型枠の外側部打込型枠
に開穿した穴から該型枠内にアンカーボルトを挿入して
該型枠内に壁コンクリートを打設する。そして、該型枠
を取外せば、該アンカーボルトは壁コンクリートに埋設
されると同時にその先端部が壁コンクリートの前面に突
出する。そこで、該アンカーボルトの先端部に不陸調整
用プレートを前後の距離を調整して固定する。そして、
該不陸調整用プレートの前面にタイル装着部材をボルト
・ナット及び固定金具を用いて固定し、以降は上述した
発明と同様の工法にてタイルが壁コンクリートの前面に
強固且つ、整然と装着される。
The third aspect of the present invention is mainly used when the wall surface of the wall concrete is not uniform. Therefore, when pouring a wall concrete, when a formwork consisting of concrete panels can be built in, an anchor bolt is inserted into the formwork through a hole opened in the outer side driving formwork of the formwork, Placing wall concrete in the formwork. Then, if the form is removed, the anchor bolt is embedded in the wall concrete, and at the same time, the tip portion thereof projects to the front surface of the wall concrete. Therefore, the plate for adjusting the unsteadiness is fixed to the tip of the anchor bolt by adjusting the front-rear distance. And
A tile mounting member is fixed to the front surface of the unevenness adjusting plate by using bolts and nuts and fixing metal fittings, and thereafter, the tile is firmly and orderly mounted on the front surface of the wall concrete by the same method as that of the invention described above. .

【0014】請求項4記載の発明は、請求項3記載の発
明と同様に鉄筋コンクリート建築工法に於て壁面が不均
一に構築される場合に用いられる。唯請求項3記載の発
明と異なるところは、壁コンクリートを打設するための
型枠の外側部打込型枠を断熱打込型枠にて構成し、そし
て、壁コンクリートの打設と共に該断熱打込型枠は壁コ
ンクリートの前面にアンカーボルトにて強固に固定され
ている点である。それ以降の工法は請求項3記載の発明
と同様の工法にてタイルが壁コンクリートの前面に強固
且つ、整然と装着されると共に、断熱材から成る外側部
打込型枠も埋設されて壁コンクリートの断熱効果が助成
される。
The invention described in claim 4 is used when the wall surface is unevenly constructed in the reinforced concrete construction method as in the invention described in claim 3. Only the difference from the invention according to claim 3 is that the outer side casting form of the form for placing the wall concrete is constituted by a heat-insulating form, and the heat insulation is performed together with the placing of the wall concrete. The driving form is that it is firmly fixed to the front of the wall concrete with anchor bolts. The subsequent method is the same method as that of the invention of claim 3, in which the tiles are firmly and orderly mounted on the front surface of the wall concrete, and the outside driving form made of a heat insulating material is also embedded so that the wall concrete Adiabatic effect is supported.

【0015】請求項5記載の発明は主として木造建築物
又はS造と称せられる建築物の壁体構築工法に用いられ
る。先ず、断熱材を木ネジ等を用いて柱・間柱に固定す
る。このとき、該木ネジを用いて不陸調整スペーサを介
し、前後の距離を調整してタイル装着部材を該断熱材の
前面に固定する。それ以降は前記各請求項記載の発明と
同様の工法にてタイルが断熱材の前面に強固且つ、整然
と固定され、そして、該断熱材によって断熱効果が助成
された壁体を構成することになる。
The invention according to claim 5 is mainly used for a wall construction method of a building called a wooden building or an S structure. First, the heat insulating material is fixed to the pillar / stud by using wood screws or the like. At this time, the tile mounting member is fixed to the front surface of the heat insulating material by adjusting the front-rear distance through the unevenness adjusting spacer using the wood screw. After that, the tile is firmly and orderly fixed to the front surface of the heat insulating material by the same construction method as the invention described in each of the above claims, and the heat insulating material promotes the heat insulating effect to form a wall body. .

【0016】[0016]

【実施例】以下、本発明の一実施例を図1乃至図25に
従って詳述する。図1は請求項1記載の発明の一実施例
を示す縦断面図である。同図に於て1は鉄筋コンクリー
ト建築の壁コンクリートを示す。該壁コンクリート1は
通常大型のパネル型枠(図示せず)を用いて壁体が均一
壁面に構築せられる。該壁コンクリート1は前記パネル
型枠を建込む際に用いる型枠セパレータ用ボルト2,2
…が埋設されており、そして、その先端部が該壁コンク
リート1の前面より突出している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to FIGS. FIG. 1 is a vertical sectional view showing an embodiment of the invention described in claim 1. In the figure, 1 indicates wall concrete of reinforced concrete building. The wall concrete 1 is usually constructed of a uniform wall surface using a large panel formwork (not shown). The wall concrete 1 is a form separator bolt 2 or 2 used when building the panel form.
... is buried, and the tip portion thereof projects from the front surface of the wall concrete 1.

【0017】そこで、該型枠セパレータ用ボルト2,2
の先端部にナット3,3…をワッシャ4,4…を介して
螺入するとき、前記壁コンクリート1と該ワッシャ4,
4…との間にタイル装着部材として後で詳細に説明する
ワイヤーメッシュ5のワイヤー片5aを介装し、そし
て、該ナット3,3…を強固に緊締する。然るときは、
該ワイヤーメッシュ5は壁コンクリート1の壁面に整
然、且つ、強固に固定される。
Therefore, the mold separator bolts 2 and 2
When the nuts 3, 3 ... Are screwed into the tip end of the wall via the washers 4, 4 ..., the wall concrete 1 and the washer 4 ,.
4, a wire piece 5a of a wire mesh 5 which will be described in detail later is interposed as a tile mounting member, and the nuts 3, 3, ... Are tightly tightened. When that happens,
The wire mesh 5 is orderly and firmly fixed to the wall surface of the wall concrete 1.

【0018】一方、該ワイヤーメッシュ5に取付けられ
るタイル6は図10に示す如く、該タイル6の裏面横方
向に蟻溝状の凹溝6aが設けられており、更に、該タイ
ル6の底面及び左又は右側面に後述の裏込めモルタル7
の流出防止用のバックアップ材8が装着されている。
On the other hand, as shown in FIG. 10, the tile 6 attached to the wire mesh 5 is provided with a dovetail-shaped concave groove 6a in the lateral direction of the back surface of the tile 6, and the bottom surface of the tile 6 and Backfill mortar 7 on the left or right side
The backup material 8 for preventing the outflow of the water is attached.

【0019】更に、前記ワイヤーメッシュ5には横列一
段毎に前記タイル6,6…を係合するために該タイル
6,6…の裏面に設けた前記凹溝6a,6a…に係合す
る係合部5b,5b…が設けられている。そこで、先
ず、最下段の係合部5b,5b…にタイル6,6…の前
記凹溝6a,6a…を係合し、更に、前記バックアップ
材8,8…を隣接のタイル6,6…面に突き合せて並設
せしめ、そして、ゆるめに練った前記裏込めモルタル7
を流し込み、順次上段に及んで該タイル6,6…を壁コ
ンクリート1の壁面に固定し、目地モルタル9を充填す
る。このとき、前記壁コンクリート1の壁面にはタイル
割に合せて縦横墨だしを施すを可とする。然るときは、
タイル6,6…の整列作業が一層効果的となる。
Further, the wire mesh 5 is engaged with the recessed grooves 6a, 6a provided on the back surface of the tiles 6, 6 ... In order to engage the tiles 6, 6 ,. Joint parts 5b, 5b ... Are provided. Therefore, first, the concave grooves 6a, 6a of the tiles 6, 6 ... Are engaged with the lowermost engaging portions 5b, 5b ... And the backup materials 8, 8 ... The back-filling mortar 7 that is placed side by side against the surface and is loosely kneaded
, And the tiles 6, 6 ... Are successively fixed to the wall surface of the wall concrete 1 and filled with joint mortar 9. At this time, the wall surface of the wall concrete 1 can be subjected to vertical and horizontal ink marking according to the tile division. When that happens,
The work of aligning the tiles 6, 6 ... Is more effective.

【0020】図2は請求項2記載の発明の一実施例を示
し、その縦断面図である。尚、図に於て図1に図示した
実施例と対象部分は同一符号を付してその説明を省略す
る。而して、図2に示す実施例と図1に示す実施例との
相違点は、前記壁コンクリート1を型枠を用いて打設す
るとき、該型枠の外側部を断熱材から成る外側部打込型
枠10にて形成し、そして、該外側部打込型枠10は壁
コンクリート1が打設されると、該壁コンクリート1と
一体的に該壁コンクリート1の外面に装着され、且つ、
前記型枠セパレータ用ボルト2,2…にて固定される点
である。
FIG. 2 is a longitudinal sectional view showing an embodiment of the invention described in claim 2. In the drawing, the same parts as those of the embodiment shown in FIG. 1 are designated by the same reference numerals and the description thereof will be omitted. Thus, the difference between the embodiment shown in FIG. 2 and the embodiment shown in FIG. 1 is that when the wall concrete 1 is placed using a form, the outside of the form is made of a heat insulating material. When the wall concrete 1 is cast, the outer part driving form 10 is attached to the outer surface of the wall concrete 1 integrally with the wall concrete 1, and,
It is a point fixed by the form separator bolts 2, 2.

【0021】又、該外側部打込型枠10はコンクリート
及びモルタルに対する付着性が良く、且つ、強度も高い
木繊維セメント板等によって構成されるを可とするが之
に限定せらるべきではない。
The outer casting mold 10 may be made of a wood fiber cement board or the like having good adhesion to concrete and mortar and high strength, but it should not be limited thereto. .

【0022】そこで、前記型枠セパレータ用ボルト2,
2…の先端部であって、且つ、該外側部打込型枠10の
前面に突出した部分に前記ナット3,3…をワッシャ
4,4…を介して螺入するとき、前記ワイヤーメッシュ
5のワイヤー片5a,5a…を該ワッシャ4,4…と外
側部打込型枠10との間に介装し、該ナット3,3…を
夫々緊締して該ワイヤーメッシュ5を該外側部打込型枠
10の前面に固定し、以下、図1に示す工程と同一の工
程によってタイル6,6…を装着する。
Therefore, the form separator bolts 2,
When the nuts 3, 3, ... Are screwed into the front end portion of the outer portion driving form 10 through the washers 4, 4, .. ... of the wire mesh 5 are inserted between the washers 4, 4 ... And the outer part driving form 10, and the nuts 3, 3 ... It is fixed to the front surface of the mold 10 and the tiles 6, 6 ... Are mounted by the same process as shown in FIG.

【0023】図3は請求項3記載の発明の一実施例を示
す正面図であり、図4は図3のA−A線断面図である。
図に於て、図1に示す構成部分と対象部分は同一符号を
付してその説明を省略する。この実施例の場合は、鉄筋
コンクリート建築物の壁体が不均一壁面を有して構築さ
れる場合に施工される。
FIG. 3 is a front view showing an embodiment of the invention described in claim 3, and FIG. 4 is a sectional view taken along the line AA of FIG.
In the figure, the same parts as those shown in FIG. 1 are designated by the same reference numerals, and their explanations are omitted. In the case of this embodiment, the construction is performed when the wall body of the reinforced concrete building is constructed to have a non-uniform wall surface.

【0024】この実施例の場合は前記壁コンクリート1
はコンクリートパネルによって形成された型枠の外側部
型枠(図示せず)にドリルを用いて穴を明け、該穴から
アンカーボルト11を該型枠内に挿入して壁コンクリー
ト1を打設する。而して、該アンカーボルト11の後部
は折曲されて壁コンクリート1内に埋設され、そして、
該アンカーボルト11はその前方部が前面解放の筒状に
形成され、その内側に雌螺子部11aが設けられて前記
壁コンクリート1の前面に開口された状態で固定されて
いる。
In the case of this embodiment, the wall concrete 1
Is to form a hole in a mold (not shown) on the outer side of the mold formed by the concrete panel using a drill, insert anchor bolts 11 into the mold through the hole, and place wall concrete 1 . Then, the rear portion of the anchor bolt 11 is bent and embedded in the wall concrete 1, and
The front portion of the anchor bolt 11 is formed in a cylindrical shape with the front surface opened, and a female screw portion 11a is provided inside the anchor bolt 11 and is fixed to the front surface of the wall concrete 1 in an open state.

【0025】一方、平板状の不陸調整用プレート12が
設けられ、該不陸調整用プレート12の略中心部裏面に
前記雌螺子部11aに出入り自在に螺入する調整ボルト
13が突設されている。そこで、前記アンカーボルト1
1の雌螺子部11aに該調整ボルト13の螺入量を調整
し乍ら不陸調整用プレート12を壁コンクリート1の前
面に固定する。而して、該不陸調整用プレート12は壁
コンクリート1の前面に多数枚が取付けられるが、夫等
の前面は略同一面に形成されることは当然である。
On the other hand, a flat plate-shaped plate 12 for adjusting the unsteadiness is provided, and an adjusting bolt 13 which is screwed into the female screw portion 11a so as to be freely inserted into and removed from the female screw part 11a is provided on the back surface of the substantially central part of the plate 12 for adjusting the unsteadiness. ing. Therefore, the anchor bolt 1
By adjusting the screwing amount of the adjusting bolt 13 into the female screw portion 11a of No. 1, the unsteady adjusting plate 12 is fixed to the front surface of the wall concrete 1. Thus, a large number of the unevenness adjusting plates 12 are attached to the front surface of the wall concrete 1, but it is natural that the front surfaces of the husband and the like are formed in substantially the same plane.

【0026】又、該不陸調整用プレート12には縦方向
に複数のスリット14,14…が開穿されており、更
に、隣接のスリット14,14間に跨架される固定金具
15が設けられ、該固定金具15はその両端部が前記ス
リット14,14の任意の位置に於てビス16及びナッ
ト17等にて固定できるように構成されている。
Further, a plurality of slits 14, 14, ... Are bored in the vertical direction on the uncontrollable plate 12, and a fixing metal fitting 15 is provided so as to extend between the adjacent slits 14, 14. The fixing member 15 is configured such that both ends thereof can be fixed at arbitrary positions of the slits 14 and 14 with screws 16 and nuts 17 and the like.

【0027】そこで、該ビス16及びナット17等に該
固定金具15を前記不陸調整用プレート12に固定する
とき、前記ワイヤーメッシュ5のワイヤー片5a,5a
…を該不陸調整用プレート12と固定金具15との間に
挟挿して該ビス16を緊締すれば、該ワイヤーメッシュ
5は該不陸調整用プレート12の前面に固定される。こ
のとき、壁コンクリート1の全面に及んで設けられた不
陸調整用プレート12,12…はその前面が均一面に調
整されているので、該ワイヤーメッシュ5も略均一面と
なる。
Therefore, when fixing the fixing member 15 to the screw 16 and the nut 17, etc., to the unevenness adjusting plate 12, the wire pieces 5a, 5a of the wire mesh 5 are fixed.
... is inserted between the unevenness adjusting plate 12 and the fixing metal fitting 15 and the screw 16 is tightened, so that the wire mesh 5 is fixed to the front surface of the unevenness adjusting plate 12. At this time, since the front surface of the unevenness adjusting plates 12, 12 ... Provided over the entire surface of the wall concrete 1 is adjusted to be a uniform surface, the wire mesh 5 is also a substantially uniform surface.

【0028】以降、既述の工程と全く同一工程によって
タイル6,6…が壁コンクリート1の壁面に整然と固定
されることになる。図5は請求項4記載の発明の一実施
例を示す正面図であり、図6は図5のB−B線断面図で
ある。図に於て、前述の図3及び図4に示す実施例と対
象部分は同一符号を付してその説明を省略する。而し
て、前述の図3及び図4に示す実施例と図5及び図6に
示す実施例との相違点は図3及び図4に示す壁コンクリ
ート1を型枠を用いて打設するとき、該型枠の外側部を
断熱材から成る前述の外側部打込型枠10にて形成し、
そして、該外側部打込型枠10に穴10aを開穿し、該
穴10aから前述のアンカーボルト11を挿入して該壁
コンクリートを打設されると、該外側部打込型枠10は
壁コンクリート1と一体的に該壁コンクリート1の外面
に装着され、前記アンカーボルト11等によって固定さ
れる点である。
Thereafter, the tiles 6, 6 ... Are fixed to the wall surface of the wall concrete 1 in an orderly manner by the same steps as the above-mentioned steps. 5 is a front view showing an embodiment of the invention described in claim 4, and FIG. 6 is a sectional view taken along line BB of FIG. In the figure, the same parts as those of the embodiment shown in FIGS. Thus, the difference between the embodiment shown in FIGS. 3 and 4 and the embodiment shown in FIGS. 5 and 6 is that when the wall concrete 1 shown in FIGS. 3 and 4 is placed using a formwork. The outer side of the mold is formed by the above-mentioned outer part driving mold 10 made of a heat insulating material,
Then, when a hole 10a is opened in the outer side driving form 10 and the anchor bolt 11 is inserted through the hole 10a to pour the wall concrete, the outer side driving form 10 becomes The point is that the wall concrete 1 is integrally mounted on the outer surface of the wall concrete 1 and fixed by the anchor bolts 11 and the like.

【0029】而して、該アンカーボルト11は前記外側
部打込型枠10の前面に開口した状態で該壁コンクリー
ト1に埋設されているので、該アンカーボルト11の雌
螺子部11aを介して前述と全く同一の工程を経てタイ
ル6,6…を取付けるのである。従って、該タイル6,
6…は整然と壁コンクリート1の前方に取付けられ、且
つ、埋込まれた外側部打込型枠10によって断熱効果が
助成される。
Since the anchor bolt 11 is embedded in the wall concrete 1 in a state where it is opened on the front surface of the outer portion driving form 10, it is inserted through the female screw portion 11a of the anchor bolt 11. The tiles 6, 6 ... Are mounted through the same steps as described above. Therefore, the tile 6,
6 are orderly attached to the front of the wall concrete 1, and the heat insulating effect is assisted by the embedded outer side casting form 10.

【0030】図7は請求項5記載の発明の一実施例の正
面図であり、図8は図7のC−C線断面図である。この
実施例は主として木造建築物又はS造と称せられる建築
物の壁体構築工法に用いられる。図に於て、既述の各工
法に用いられる実施例と対象部分は同一符号を付してそ
の説明を省略する。
FIG. 7 is a front view of an embodiment of the invention described in claim 5, and FIG. 8 is a sectional view taken along line CC of FIG. This embodiment is mainly used for a wall construction method of a building called a wooden building or an S structure. In the figure, the same reference numerals are given to the portions used in the above-mentioned construction methods and the target portions, and the description thereof will be omitted.

【0031】図に於て、18は木造建築物の柱及び間柱
を示す。該柱及び間柱18,18…には木ネジ19,1
9…にて木繊維セメント板等から成る断熱材20が止着
される。但し、S造の場合は前記木ネジ19に代え、ビ
ス、ボルトを用いるものとする。
In the figure, reference numeral 18 denotes columns and studs of a wooden building. Wood screws 19, 1 are attached to the pillars and studs 18, 18.
At 9, a heat insulating material 20 made of a wood fiber cement board or the like is fixed. However, in the case of the S structure, screws and bolts are used instead of the wood screws 19.

【0032】而して、各木ネジ19,19…は不陸調整
スペーサ21,21…を介して前記柱及び間柱18,1
8…に夫々螺着せられるが、図9に示す如く、該不陸調
整スペーサ21,21…の前面に前述のワイヤーメッシ
ュ5のワイヤー片5a,5a…を当接し、そして、該ワ
イヤー片5a,5a…の前面に押え板22を当接し、之
等押え板22,22…及び不陸調整スペーサ21,21
…並びにワッシャ23,23…を介して前記木ネジ1
9,19…が止着されるのである。又、該ワイヤーメッ
シュ5の前面を均一面に調整するため、前記不陸調整ス
ペーサ21は予め厚みを異にした複数種が用意されてい
る。
The wooden screws 19, 19 ... Are connected to the pillars and studs 18, 1 through the unadjustable spacers 21, 21 ,.
8 are screwed onto each of them, but as shown in FIG. 9, the wire pieces 5a, 5a ... Of the wire mesh 5 are brought into contact with the front surfaces of the unevenness adjusting spacers 21, 21 ,. The pressing plate 22 is brought into contact with the front surface of the 5a, and the pressing plates 22, 22, ...
... and the wood screw 1 through the washers 23, 23.
9 and 19 are fixed. Further, in order to adjust the front surface of the wire mesh 5 to be a uniform surface, a plurality of types of the unevenness adjusting spacers 21 having different thicknesses are prepared in advance.

【0033】而して、前記不陸調整スペーサ21及び押
え板22は長方形状の金属板から成り、且つ、中えぐり
加工されているものが用いられているが、之に限定せら
るべきではない。更に、不陸調整スペーサ21の長手方
向一辺を切欠して間隙部21aが設けられているが該間
隙部21aはなくてもよい。
The unevenness adjusting spacer 21 and the pressing plate 22 are made of rectangular metal plates and are hollowed, but the present invention should not be limited thereto. . Furthermore, although the gap 21a is provided by notching one side in the longitudinal direction of the unevenness adjusting spacer 21, the gap 21a may be omitted.

【0034】以降は既述と同一の工程によりタイル6,
6…が断熱材20の前面に整然と装着されて固定され、
且つ、該壁体は断熱効果が助成される。次に、タイル装
着部材としてのワイヤーメッシュ5の実施例を図11乃
至図16に従って説明する。該ワイヤーメッシュ5を構
成するワイヤー片5a,5a…は鋼、ステンレス等の金
属或いはプラスチック等の高耐蝕性の材料から成り、そ
して、縦横2方向に配設され、相互の交差部位は溶接、
溶着その他の手段によって接合される。而して、該ワイ
ヤーメッシュ5は1方向に直線状のワイヤー片5aを配
し、他方向にタイル6の裏面横方向に設けられた凹溝6
aに係合するように直線状、曲線状、点状等の係合部5
bを有するワイヤー片5aを配設して成るものである。
After that, the tile 6,
6 ... is fixedly attached to the front surface of the heat insulating material 20 in an orderly manner,
In addition, the wall body is assisted by the heat insulating effect. Next, an embodiment of the wire mesh 5 as the tile mounting member will be described with reference to FIGS. The wire pieces 5a, 5a ... Constituting the wire mesh 5 are made of a material having high corrosion resistance such as metal such as steel and stainless steel, or plastic, and are arranged in two directions in the vertical and horizontal directions.
It is joined by welding or other means. Thus, the wire mesh 5 has linear wire pieces 5a arranged in one direction, and concave grooves 6 provided in the lateral direction of the back surface of the tile 6 in the other direction.
The engaging portion 5 having a linear shape, a curved shape, a dot shape or the like so as to engage with a.
The wire piece 5a having b is arranged.

【0035】図11は係合部を直線状に形成した場合の
実施例を示し、その正面図であり、図12はその側面図
である。図に於て、該ワイヤーメッシュ5は横方向に直
線状のワイヤー片5a,5a…が配設され、縦方向に前
記直線状の係合部5b−1を有するワイヤー片5a,5
a…が配設されて略格子状を呈するように相互に接合さ
れている。而して、前記係合部5b−1は縦方向のワイ
ヤー片5a,5a…を前面上方へ折曲し乍ら突設し、更
に之を折り返して形成されると共に、前面は略三角形状
の底辺を有して直線状の係合部5b−1を形成する。而
して、該係合部5b−1は隣接の縦方向の各ワイヤー片
5a,5a…にも設けられ、且つ、横方向にも夫々直線
状に整列されている。又、該係合部5b−1は上下にも
配設されており、且つ、上下の各係合部5b−1,5b
−1の上下端部間の距離は、上部の係合部5b−1が前
記タイル6の凹溝6aの側面より挿入されて該凹溝6a
の上側の内側面に弾着し、下部の係合部5b−1が該凹
溝6aの側面より挿入されて該凹溝6aの下側の内側面
に弾着する距離に設定される。
FIG. 11 is a front view showing an embodiment in which the engaging portion is formed in a linear shape, and FIG. 12 is a side view thereof. In the figure, the wire mesh 5 has linear wire pieces 5a, 5a ... Arranged in the lateral direction, and the wire pieces 5a, 5 having the linear engaging portion 5b-1 in the longitudinal direction.
are arranged and joined to each other so as to have a substantially lattice shape. The engaging portion 5b-1 is formed by bending the wire pieces 5a, 5a in the vertical direction upward from the front surface and projecting the wire pieces 5a. A linear engagement portion 5b-1 having a bottom side is formed. The engaging portions 5b-1 are also provided on the adjacent vertical wire pieces 5a, 5a ... And are also linearly aligned in the horizontal direction. Further, the engaging portion 5b-1 is also arranged on the upper and lower sides, and the upper and lower engaging portions 5b-1, 5b are also arranged.
-1 is the distance between the upper and lower ends of the concave groove 6a when the upper engaging portion 5b-1 is inserted from the side surface of the concave groove 6a of the tile 6.
To the inner surface on the upper side, and the lower engaging portion 5b-1 is inserted from the side surface of the concave groove 6a so as to be elastically attached to the inner surface on the lower side of the concave groove 6a.

【0036】斯くして、該ワイヤーメッシュ5の前面に
は前記係合部5b−1,5b−1…が上下左右に整然と
配列されることになり、従って、タイル6は上下に対峙
する各係合部5b−1,5b−1…の横方向の下段部よ
り順次上段に及んで夫々係合されることになるが、各段
毎にゆるめに練った裏込めモルタル7が流し込まれて該
タイル6,6…が夫々固定されることになる。
Thus, the engaging portions 5b-1, 5b-1 ... Are arranged on the front surface of the wire mesh 5 vertically and horizontally, so that the tiles 6 face each other vertically. The lower parts in the lateral direction of the joint parts 5b-1, 5b-1, ... Are sequentially engaged to reach the upper part, and the back-filling mortar 7 which is loosely kneaded is poured into each of the steps. 6 and 6 are fixed respectively.

【0037】図13及び図14はワイヤーメッシュ5の
係合部を曲線状に形成した場合の実施例を示し、図13
はその正面図、図14は同側面図である。同図に於て、
ワイヤーメッシュ5は直線状のワイヤー片5a,5a…
は縦方向に配設され、そして、横方向に配設したワイヤ
ー片5a,5a…は波形状に湾曲されて縦方向のワイヤ
ー片5a,5a…と相互に接合され、該縦方向のワイヤ
ー片5a,5a…間に於て係合部5b−2,5b−2…
が形成される。
13 and 14 show an embodiment in which the engaging portion of the wire mesh 5 is formed in a curved shape.
Is a front view thereof, and FIG. 14 is a side view thereof. In the figure,
The wire mesh 5 includes linear wire pieces 5a, 5a ...
Are arranged in the vertical direction, and the wire pieces 5a, 5a ... Arranged in the horizontal direction are curved in a wave shape and are joined to the wire pieces 5a, 5a. The engaging portions 5b-2, 5b-2 ... Between 5a, 5a.
Is formed.

【0038】而して、該係合部5b−2は図13に示す
如く、右端部の縦方向のワイヤー片5aと接合する横方
向のワイヤー片5a,5a…は該接合部位から前面下方
部に湾曲されて正面視略凹形状の下部の係合部5b−
2,5b−2…を形成して隣接の縦方向のワイヤー片5
aと接合し、更に、該接合部より前面上方部に湾曲され
て正面視略逆凹形状の上部の係合部5b−2,5b−2
…を形成して次に隣接する縦方向のワイヤー片5aと接
合し、全体として該ワイヤーメッシュ5は略格子状に形
成され、前記係合部5b−2,5b−2…は縦方向は同
一形状の係合部となり、そして、隣接せる上下の各係合
部5b−2,5b−2の上下端部間の距離は、上部の係
合部5b−2が前記タイル6の凹溝6aの側面より挿入
されて該凹溝6aの上側の内側面に弾着し、下部の係合
部5b−2が該凹溝6aの側面より挿入されて該凹溝6
aの下側の内側面に弾着する距離に設定される。
As shown in FIG. 13, the engaging portion 5b-2 is joined to the vertical wire piece 5a at the right end, and the horizontal wire pieces 5a, 5a ... The lower engaging portion 5b, which is curved to be substantially concave when viewed from the front,
2, 5b-2 ... Forming adjacent wire pieces 5 in the vertical direction
The upper engaging portions 5b-2, 5b-2 which are joined to a, and which are further curved from the joining portion to the front upper portion and have a substantially inverted concave shape in a front view.
Are formed and are then joined to the adjacent wire pieces 5a in the vertical direction, the wire mesh 5 is formed in a substantially lattice shape as a whole, and the engaging portions 5b-2, 5b-2 ... Are the same in the vertical direction. The upper and lower engaging portions 5b-2 of the upper and lower engaging portions 5b-2, 5b-2 are adjacent to the concave groove 6a of the tile 6 so that the upper and lower engaging portions 5b-2, 5b-2 are adjacent to each other. The lower engaging portion 5b-2 is inserted from the side surface of the concave groove 6a and is elastically attached to the upper inner surface of the concave groove 6a.
It is set to a distance to be attached to the inner surface of the lower side of a.

【0039】斯くして、該ワイヤーメッシュ5の前面に
は前記係合部5b−2,5b−2…が上下左右に整然と
配列されることになり、従って、タイル6は上下に対峙
する各係合部5b−2,5b−2…の横方向の下段部よ
り順次上段に及んで夫々係合されることになるが、各段
毎にゆるめに練った裏込めモルタル7が流し込まれて該
タイル6,6…が夫々固定されることになる。
Thus, the engaging portions 5b-2, 5b-2, ... Are arranged on the front surface of the wire mesh 5 vertically and horizontally, so that the tiles 6 face each other vertically. The joining portions 5b-2, 5b-2 ... are sequentially engaged from the lower portion in the lateral direction to the upper portion, but the loosely kneaded back-filling mortar 7 is poured into each tile and the tiles are poured. 6 and 6 are fixed respectively.

【0040】図15及び図16はワイヤーメッシュ5の
係合部を点状に形成した場合の実施例を示し、図15は
その正面図、図16は同側面図である。同図に於て、縦
横のワイヤー片5a,5a…は夫々直線状に形成されて
相互に接合し、更に、該接合部に於て、横方向のワイヤ
ー片5a,5a…に、夫々前面上下方向に折曲されて形
成された上下の係合部5b−3,5b−3…の該折曲部
位を溶接、溶着その他の手段にて接合している。そし
て、該上下の各係合部5b−3,5b−3の上下端部間
の距離は上部の係合部5b−3が前記タイル6の凹溝6
aの側面より挿入されて該凹溝6aの上側の内側面に弾
着し、下部の係合部5b−3が該凹溝6aの側面より挿
入されて該凹溝6aの下側の内側面に弾着する距離に設
定される。
15 and 16 show an embodiment in which the engaging portion of the wire mesh 5 is formed in a dot shape. FIG. 15 is its front view and FIG. 16 is its side view. In the figure, the vertical and horizontal wire pieces 5a, 5a ... Are respectively formed in a linear shape and are joined to each other, and further, at the joining portion, the horizontal wire pieces 5a, 5a ... The bent portions of the upper and lower engaging portions 5b-3, 5b-3 ... Formed by bending in the direction are joined by welding, welding or other means. The distance between the upper and lower ends of the upper and lower engaging portions 5b-3, 5b-3 is determined by the upper engaging portion 5b-3 being the concave groove 6 of the tile 6.
a is inserted from the side surface of a and elastically adheres to the inner surface on the upper side of the concave groove 6a, and the lower engaging portion 5b-3 is inserted from the side surface of the concave groove 6a to be the inner surface on the lower side of the concave groove 6a. It is set to the distance to land on.

【0041】斯くして、該ワイヤーメッシュ5の前面に
前記係合部5b−3,5b−3…が上下左右に整然と配
列されることになり、従って、タイル6は上下に対峙す
る各係合部5b−3,5b−3…の横方向の下段部より
順次上段に及んで夫々係合されることになるが、各段毎
にゆるめに練った裏込めモルタル7が流し込まれて該タ
イル6,6…が夫々固定されることになるのである。
As a result, the engaging portions 5b-3, 5b-3, ... Are arranged on the front surface of the wire mesh 5 in an orderly manner in the vertical and horizontal directions. The parts 5b-3, 5b-3 ... are sequentially engaged from the lower part in the lateral direction to the upper part, and the back-filling mortar 7, which is loosely kneaded, is poured into each of the tiles 6 in each step. , 6 ... will be fixed respectively.

【0042】次にタイル装着部材の他の実施例としてメ
タルラスを用いた本発明の一実施例を図17乃至図25
に従って説明する。尚、これら図面に於て図1乃至図1
6に図示せるワイヤーメッシュを用いた本発明の実施例
と対象部分は同一符号を付してその説明を一部省略す
る。
Next, one embodiment of the present invention using a metal lath as another embodiment of the tile mounting member will be described with reference to FIGS.
Follow the instructions below. 1 to 1 in these drawings.
The same parts as those of the embodiment of the present invention using the wire mesh shown in FIG.

【0043】図17(a)に図示せる如く、メタルラス
30は一枚の金属板に切り込み部31,31…及び打抜
き部32,32…を設けた後、同図(b)に図示せる如
く、該切り込み部31,31…及び打抜き部32,32
…により形成された格子状底部30aに対して、コの字
状に形成された係合部30b,30b…を一定角度折曲
加工することによって形成される。而して、前述のワイ
ヤーメッシュは針金状のワイヤーを折曲して係合部を成
形しつつ網状に成形し、更に相互のワイヤーの接合部分
を溶接・溶着することにより形成されるので、製作工程
が煩雑で精度良く加工するのは容易でなく、また強度面
で課題が残る。一方、メタルラスは上記せる如く、比較
的簡易な工程で且つ精巧に加工することができる。ま
た、一枚の金属板によって一体成形されるので溶接・溶
着部分が無く強度が高くなり実用的である。尚、該メタ
ルラス30の上下各係合部30b,30bの上下端部間
の距離は上部の係合部30bが前記タイル6の凹溝6a
の側面より挿入されて該凹溝6aの上側の内側面に弾着
し、下部の係合部30bが該凹溝6aの側面より挿入さ
れて該凹溝6aの下側の内側面に弾着する距離に設定さ
れる。また建築物が海岸近くに建築される場合には、合
成樹脂を前記メタルラス30と同一形状に成型加工した
合成樹脂製タイル装着部材を用いれば塩害等による腐食
を防止することができる。
As shown in FIG. 17 (a), the metal lath 30 is provided with the cut portions 31, 31, ... And the punched portions 32, 32 ... In one metal plate, and then, as shown in FIG. 17 (b). .. and punched portions 32, 32
It is formed by bending the U-shaped engaging portions 30b, 30b ... With respect to the lattice-shaped bottom portion 30a formed by. Thus, the wire mesh described above is formed by bending a wire-like wire into a mesh shape while forming an engaging portion, and further by welding and welding the joint portion of the mutual wires. The process is complicated and it is not easy to process with high precision, and there is a problem in strength. On the other hand, the metal lath can be finely processed by a relatively simple process as described above. In addition, since it is integrally molded from a single metal plate, there is no welded or welded portion and the strength is high, which is practical. The distance between the upper and lower end portions of the upper and lower engaging portions 30b, 30b of the metal lath 30 is such that the upper engaging portion 30b is the concave groove 6a of the tile 6.
Is inserted from the side surface of the groove 6a and is elastically attached to the inner surface of the upper side of the groove 6a, and the lower engaging portion 30b is inserted from the side surface of the groove 6a and is elastically attached to the inner surface of the lower side of the groove 6a. The distance to be set. Further, when a building is built near the coast, if a synthetic resin tile mounting member formed by molding a synthetic resin into the same shape as the metal lath 30 is used, corrosion due to salt damage or the like can be prevented.

【0044】而して、図18はタイル装着部材としてメ
タルラス30を用いた請求項1記載の発明の一実施例を
示す縦断面図であり、型枠セパレータ用ボルト2,2の
先端部にナット3,3…をワッシャ4,4…を介して螺
入するとき、壁コンクリート1と該ワッシャ4,4…と
の間に前記メタルラス30の格子状底部30aを介装
し、そして、該ナット3,3…を強固に緊締する。然る
ときは、該メタルラス30は壁コンクリート1の壁面に
整然、且つ、強固に固定される。そして、メタルラス3
0の最下段の係合部30b,30b…にタイル6,6…
の凹溝6a,6a…を係合し、更に、バックアップ材
8,8…を隣接のタイル6,6…面に突き合せて並設せ
しめ、そして、ゆるめに練った前記裏込めモルタル7を
流し込み、順次上段に及んで該タイル6,6…を壁コン
クリート1の壁面に固定し、目地モルタル9を充填す
る。
FIG. 18 is a vertical sectional view showing an embodiment of the present invention in which the metal lath 30 is used as the tile mounting member. The nuts are provided at the tips of the mold separator bolts 2 and 2. When screwing 3, 3 ... through the washers 4, 4, ..., the grid-like bottom portion 30a of the metal lath 30 is interposed between the wall concrete 1 and the washers 4, 4 ,. , 3, ... are tightened firmly. In such a case, the metal lath 30 is fixedly and firmly fixed to the wall surface of the wall concrete 1. And metal lath 3
The tiles 6, 6 ... Are attached to the lowermost engaging portions 30b, 30b.
Are engaged with the concave grooves 6a, 6a of the backing material, and the backing materials 8, 8 are placed side by side on the surfaces of the adjacent tiles 6, 6 ..., and the back-filling mortar 7 which is loosely kneaded is poured. , Are sequentially fixed to the wall surface of the wall concrete 1, and the joint mortar 9 is filled.

【0045】図19はタイル装着部材としてメタルラス
30を用いた請求項2記載の発明の一実施例を示し、そ
の縦断面図である。而して、図19に示す実施例と図1
8に示す実施例との相違点は、前記壁コンクリート1を
型枠を用いて打設するとき、該型枠の外側部を断熱材か
ら成る外側部打込型枠10にて形成し、そして、該外側
部打込型枠10は壁コンクリート1が打設されると、該
壁コンクリート1と一体的に該壁コンクリート1の外面
に装着され、且つ、前記型枠セパレータ用ボルト2,2
…にて固定される点である。
FIG. 19 is a longitudinal sectional view showing an embodiment of the invention according to claim 2 in which the metal lath 30 is used as the tile mounting member. Thus, the embodiment shown in FIG. 19 and FIG.
8 is different from the embodiment shown in FIG. 8 in that when the wall concrete 1 is cast using a form, the outside of the form is formed by an outside driving form 10 made of a heat insulating material, and When the wall concrete 1 is cast, the outer casting mold 10 is attached to the outer surface of the wall concrete 1 integrally with the wall concrete 1, and the mold separator bolts 2, 2
It is a point fixed by ....

【0046】そこで、前記型枠セパレータ用ボルト2,
2…の先端部であって、且つ、外側部打込型枠10の前
面に突出した部分に前記ナット3,3…をワッシャ4,
4…を介して螺入するとき、前記メタルラス30の格子
状底部30aを該ワッシャ4,4…と外側部打込型枠1
0との間に介装し、該ナット3,3…を夫々緊締して該
メタルラス30を該外側部打込型枠10の前面に固定
し、以下、図18に示す工程と同一の工程によってタイ
ル6,6…を装着する。
Therefore, the mold separator bolts 2,
The nuts 3, 3 ... Are attached to the end portions of 2 ...
When screwed in through the metal laths 30, the grid-shaped bottom portion 30a of the metal lath 30 and the outer portion driving form 1
0, and tighten the nuts 3, 3 ... respectively to fix the metal lath 30 to the front surface of the outer-side driving mold 10, and then perform the same steps as shown in FIG. Install tiles 6, 6 ...

【0047】図20はタイル装着部材としてメタルラス
30を用いた請求項3記載の発明の一実施例を示す正面
図であり、図21は図20のD−D線断面図である。こ
の実施例は図3及び図4におけるワイヤーメッシュ5を
用いた場合と同様に、ビス16及びナット17等に固定
金具15を不陸調整用プレート12に固定するとき、前
記メタルラス30の格子状底部30aを該不陸調整用プ
レート12と固定金具15との間に挟挿して該ビス16
を緊締すれば、該メタルラス30は該不陸調整用プレー
ト12の前面に固定される。このとき、壁コンクリート
1の全面に及んで設けられた不陸調整用プレート12,
12…はその前面が均一面に調整されているので、該メ
タルラス30も略均一面となる。
FIG. 20 is a front view showing an embodiment of the invention according to claim 3 in which a metal lath 30 is used as a tile mounting member, and FIG. 21 is a sectional view taken along the line DD of FIG. In this embodiment, as in the case of using the wire mesh 5 in FIGS. 3 and 4, when fixing the fixing member 15 to the screw 16 and the nut 17 and the like for adjusting the unsteadiness adjusting plate 12, the grid-shaped bottom portion of the metal lath 30 is used. 30a is inserted between the unevenness adjusting plate 12 and the fixing metal fitting 15 and the screw 16
When tightened, the metal lath 30 is fixed to the front surface of the unevenness adjusting plate 12. At this time, the plate 12 for adjusting the unevenness provided over the entire surface of the wall concrete 1,
Since the front surface of 12 ... Is adjusted to be a uniform surface, the metal lath 30 is also a substantially uniform surface.

【0048】以降、既述の工程と全く同一工程によって
タイル6,6…が壁コンクリート1の壁面に整然と固定
されることになる。図22はタイル装着部材としてメタ
ルラス30を用いた請求項4記載の発明の一実施例を示
す正面図であり、図23は図22のE−E線断面図であ
る。この実施例は図5及び図6おけるワイヤーメッシュ
5を用いた場合と同様に、壁コンクリート1を型枠を用
いて打設するとき、該型枠の外側部を断熱材から成る前
述の外側部打込型枠10にて形成し、そして、該外側部
打込型枠10に穴10aを開穿し、該穴10aから前述
のアンカーボルト11を挿入して該壁コンクリートを打
設されると、該外側部打込型枠10は壁コンクリート1
と一体的に該壁コンクリート1の外面に装着され、前記
アンカーボルト11等によって固定される。
After that, the tiles 6, 6 ... Are fixed to the wall surface of the wall concrete 1 in an orderly manner by exactly the same steps as described above. 22 is a front view showing an embodiment of the invention described in claim 4 in which the metal lath 30 is used as the tile mounting member, and FIG. 23 is a sectional view taken along the line EE of FIG. In this embodiment, as in the case of using the wire mesh 5 in FIGS. 5 and 6, when the wall concrete 1 is cast using a form, the outside of the form is made of a heat insulating material. When the wall concrete is formed by using the driving form 10, the hole 10a is opened in the outer side driving form 10, and the anchor bolt 11 is inserted from the hole 10a. , The outside driving mold 10 is wall concrete 1
Is integrally attached to the outer surface of the wall concrete 1 and fixed by the anchor bolts 11 and the like.

【0049】而して、該アンカーボルト11は前記外側
部打込型枠10の前面に開口した状態で該壁コンクリー
ト1に埋設されているので、該アンカーボルト11の雌
螺子部11aを介して前述と全く同一の工程を経てタイ
ル6,6…を取付けるのである。従って、該タイル6,
6…は整然と壁コンクリート1の前方に取付けられ、且
つ、埋込まれた外側部打込型枠10によって断熱効果が
助成される。
Since the anchor bolt 11 is embedded in the wall concrete 1 in a state where it is opened in the front surface of the outside driving mold 10, the anchor bolt 11 is inserted through the female screw portion 11a of the anchor bolt 11. The tiles 6, 6 ... Are mounted through the same steps as described above. Therefore, the tile 6,
6 are orderly attached to the front of the wall concrete 1, and the heat insulating effect is assisted by the embedded outer side casting form 10.

【0050】図24はタイル装着部材としてメタルラス
30を用いた請求項5記載の発明の一実施例の正面図で
あり、図25は図24のF−F線断面図である。この実
施例は図7乃至図9におけるワイヤーメッシュ5を用い
た場合と同様に、木ネジ19,19…は不陸調整スペー
サ21,21…を介して柱及び間柱18,18…に夫々
螺着せられるが、該不陸調整スペーサ21,21…の前
面にメタルラス30の格子状底部30aを当接し、そし
て、該格子状底部30aの前面に押え板22を当接し、
之等押え板22,22…及び不陸調整スペーサ21,2
1…並びにワッシャ23,23…を介して前記木ネジ1
9,19…が止着されるのである。又、該メタルラス3
0の前面を均一面に調整するため、前記不陸調整スペー
サ21は予め厚みを異にした複数種が用意されている。
FIG. 24 is a front view of an embodiment of the invention described in claim 5 in which the metal lath 30 is used as the tile mounting member, and FIG. 25 is a sectional view taken along line FF of FIG. In this embodiment, as in the case of using the wire mesh 5 in FIGS. 7 to 9, the wood screws 19, 19 ... Are screwed to the pillars and the studs 18, 18 ... via the unadjustable spacers 21, 21 ,. , The grid-shaped bottom portion 30a of the metal lath 30 is brought into contact with the front surfaces of the unevenness adjusting spacers 21, 21 ... And the pressing plate 22 is brought into contact with the front surface of the lattice-shaped bottom portion 30a.
Equal presser plates 22, 22, ... and unevenness adjusting spacers 21,2
1 and the wood screws 1 through the washers 23, 23.
9 and 19 are fixed. Also, the metal lath 3
In order to adjust the front surface of No. 0 to a uniform surface, a plurality of types of the unevenness adjusting spacers 21 having different thicknesses are prepared in advance.

【0051】以降は既述と同一の工程によりタイル6,
6…が断熱材20の前面に整然と装着されて固定され、
且つ、該壁体は断熱効果が助成される。尚、本発明は、
本発明の精神を逸脱しない限り種々の改変を為すことが
でき、そして、本発明が該改変されたものに及ぶことは
当然である。
After that, the tile 6,
6 ... is fixedly attached to the front surface of the heat insulating material 20 in an orderly manner,
In addition, the wall body is assisted by the heat insulating effect. The present invention is
Various modifications can be made without departing from the spirit of the present invention, and it goes without saying that the present invention covers the modifications.

【0052】[0052]

【発明の効果】この発明は上記実施例に詳述せる如く、
タイルはタイル装着部材に設けた係合部に係合されて取
付けられるのであるが、該タイル装着部材は請求項1及
び2記載の発明の場合は壁コンクリート打設時に型枠を
建込むために用いる型枠セパレータ用ボルトを用いて該
タイル装着部材が固定され、請求項3及び4記載の発明
の場合は壁コンクリートに埋設されるアンカーボルトを
用いて固定され、更に、請求項5記載の発明は柱・間柱
に螺着されるビス或いはボルト及びナットを用いて固定
するので、該タイル装着部材の固定は強固となる。
The present invention, as described in detail in the above embodiment,
The tile is attached by engaging with an engaging portion provided on the tile mounting member. In the case of the invention according to claims 1 and 2, the tile mounting member is used for building a formwork when pouring wall concrete. The tile mounting member is fixed by using a formwork separator bolt to be used, and in the case of the inventions of claims 3 and 4, it is fixed by using an anchor bolt embedded in wall concrete, and further, the invention of claim 5 Is fixed by using screws or bolts and nuts screwed to the pillars / studs, so that the tile mounting member is firmly fixed.

【0053】又、該タイル装着部材にはタイル裏面に設
けた凹溝に係合するための係合部が設けられているの
で、該タイルを該係合部に係合する際は、該係合部が弾
性変形し乍らタイルの該凹溝に挿入されて弾着すること
になり、依って、タイルの位置修整も自在であり、且
つ、係合位置が任意に移動することもない。斯くして、
タイルの装着作業に熟練工を必要とせず、且つ、作業性
及び施工品質が向上する。
Further, since the tile mounting member is provided with an engaging portion for engaging with the concave groove provided on the back surface of the tile, when engaging the tile with the engaging portion, the engaging portion is engaged. When the joint portion is elastically deformed, it is inserted into the groove of the tile to be elastically attached, so that the position of the tile can be adjusted freely and the engaging position does not move arbitrarily. Thus,
A skilled worker is not required for the tile mounting work, and workability and construction quality are improved.

【0054】又、本発明は乾式工法と湿式工法とを組合
せた工法を採用したので、従来の乾式工法及び湿式工法
に比し、タイルの接着力及び恒久性が極めて向上するこ
とになる。
Further, since the present invention employs the method of combining the dry method and the wet method, the adhesive strength and durability of the tile are significantly improved as compared with the conventional dry method and wet method.

【0055】更に、断熱材から成る外側部打込型枠又は
断熱材を壁面の外側部に配設したものも、該断熱材の固
定が強固であって、且つ、該断熱材を配設することによ
る断熱効果が助成されることは当然である。
Further, also in the case where the outer casting mold or the heat insulating material made of the heat insulating material is arranged on the outer side of the wall surface, the heat insulating material is firmly fixed and the heat insulating material is arranged. It is natural that the heat insulation effect by this is supported.

【0056】又、請求項3及び4記載の発明は不陸調整
用プレートを用い、該不陸調整用プレートを前後に移動
修整してタイル装着部材の前面を同一面に調整でき、
又、請求項5記載の発明は不陸調整スペーサを用いて前
述のようにタイル装着部材の前面を同一面に調整するの
で、たとえ、壁体が不均一壁面に形成されたものでも、
装着せられるタイルは均一面となって整然と配列される
ことができる。
Further, the invention according to claims 3 and 4 uses a plate for adjusting the unevenness, and the plate for adjusting the unevenness can be moved back and forth to adjust the front surface of the tile mounting member to the same surface,
Further, according to the invention of claim 5, since the front surface of the tile mounting member is adjusted to the same surface by using the unevenness adjusting spacer as described above, even if the wall body is formed into a non-uniform wall surface,
The mounted tiles can be evenly arranged with a uniform surface.

【0057】斯くして、従来、補修用のモルタルを塗装
してタイル下地を作り、該モルタルを乾燥、養生させる
等の補修工程が省略されるので、工期も短縮し、大幅の
コストダウンにも寄与する等、正に諸種の著大なる効果
を奏する発明である。
Thus, conventionally, a repair mortar is painted to form a tile base, and a repair process such as drying and curing the mortar is omitted, so that the construction period is shortened and the cost is greatly reduced. It is an invention that has various remarkable effects such as contribution.

【図面の簡単な説明】[Brief description of drawings]

【図1】タイル装着部材としてワイヤーメッシュを用い
た請求項1記載の発明の一実施例を示し、その縦断面
図。
FIG. 1 is a longitudinal sectional view showing an embodiment of the invention according to claim 1 in which a wire mesh is used as a tile mounting member.

【図2】タイル装着部材としてワイヤーメッシュを用い
た請求項2の発明の一実施例を示し、その縦断面図。
FIG. 2 is a longitudinal sectional view showing an embodiment of the invention of claim 2 in which a wire mesh is used as a tile mounting member.

【図3】タイル装着部材としてワイヤーメッシュを用い
た請求項3記載の発明の一実施例を示し、その正面図。
FIG. 3 is a front view showing an embodiment of the invention according to claim 3 in which a wire mesh is used as a tile mounting member.

【図4】図3のA−A線断面図。FIG. 4 is a sectional view taken along line AA of FIG. 3;

【図5】タイル装着部材としてワイヤーメッシュを用い
た請求項4記載の発明の一実施例を示し、その正面図。
FIG. 5 is a front view showing an embodiment of the invention according to claim 4 in which a wire mesh is used as the tile mounting member.

【図6】図5のB−B線断面図。6 is a cross-sectional view taken along the line BB of FIG.

【図7】タイル装着部材としてワイヤーメッシュを用い
た請求項5記載の発明の一実施例を示し、その正面図。
FIG. 7 is a front view showing an embodiment of the invention of claim 5 in which a wire mesh is used as the tile mounting member.

【図8】図7のC−C線断面図。8 is a cross-sectional view taken along the line CC of FIG.

【図9】タイル装着部材としてワイヤーメッシュを用い
た請求項5記載の発明の一実施例に於て、ワイヤーメッ
シュの取付状態を示す分解図。
FIG. 9 is an exploded view showing a mounting state of the wire mesh in the embodiment of the invention as set forth in claim 5, wherein the tile mounting member is a wire mesh.

【図10】(a):タイルを表面から見た斜面図。 (b):同裏面から見た斜面図。 (c):他のタイルの実施例を示す裏面から見た斜面
図。
FIG. 10A is a perspective view of the tile viewed from the surface. (B): Slope view seen from the back side. (C): A perspective view seen from the back surface showing an example of another tile.

【図11】直線状の折曲形成した係合部を有するワイヤ
ーメッシュの実施例を示し、その正面図。
FIG. 11 is a front view showing an embodiment of a wire mesh having a linearly bent engaging portion.

【図12】図11の側面図。FIG. 12 is a side view of FIG. 11.

【図13】曲線状に折曲形成した係合部を有するワイヤ
ーメッシュの実施を示し、その正面図。
FIG. 13 is a front view showing an implementation of a wire mesh having an engaging portion that is bent in a curved shape.

【図14】図13の側面図。FIG. 14 is a side view of FIG. 13;

【図15】点状の係合部を有するワイヤーメッシュの実
施例を示し、その正面図。
FIG. 15 is a front view showing an example of a wire mesh having dot-shaped engaging portions.

【図16】図15の側面図。16 is a side view of FIG.

【図17】タイル装着部材としてメタルラスの一実施例
を示し、(a)は折曲加工前の正面図であり、(b)は
折曲加工後の斜視図である。
FIG. 17 shows an embodiment of a metal lath as a tile mounting member, (a) is a front view before bending, and (b) is a perspective view after bending.

【図18】タイル装着部材としてメタルラスを用いた請
求項1記載の発明の一実施例を示し、その縦断面図。
FIG. 18 is a longitudinal sectional view showing an embodiment of the invention according to claim 1 in which a metal lath is used as a tile mounting member.

【図19】タイル装着部材としてメタルラスを用いた請
求項2記載の発明の一実施例を示し、その縦断面図。
FIG. 19 is a longitudinal sectional view showing an embodiment of the invention according to claim 2 in which a metal lath is used as a tile mounting member.

【図20】タイル装着部材としてメタルラスを用いた請
求項3記載の発明の一実施例を示し、その正面図。
FIG. 20 is a front view showing an embodiment of the invention according to claim 3 in which a metal lath is used as a tile mounting member.

【図21】図20のD−D線断面図。21 is a sectional view taken along line DD of FIG.

【図22】タイル装着部材としてメタルラスを用いた請
求項4記載の発明の一実施例を示し、その正面図。
FIG. 22 is a front view showing an embodiment of the invention according to claim 4 in which a metal lath is used as a tile mounting member.

【図23】図22のE−E線断面図。23 is a cross-sectional view taken along the line EE of FIG.

【図24】タイル装着部材としてメタルラスを用いた請
求項5記載の発明の一実施例を示し、その正面図。
FIG. 24 is a front view showing an embodiment of the invention according to claim 5 in which a metal lath is used as a tile mounting member.

【図25】図24のF−F線断面図。25 is a cross-sectional view taken along the line FF of FIG.

【符号の説明】[Explanation of symbols]

1 壁コンクリート 2 型枠セパレータ用ボルト 3,17 ナット 4,23 ワッシャ 5 ワイヤーメッシュ 5a ワイヤー片 5b 係合部 6 タイル 6a 凹溝 7 裏込めモルタル 10 外側部打込型枠 10a 穴 11 アンカーボルト 12 不陸調整用プレート 13 調整ボルト 15 固定金具 16 ボルト 18 柱及び間柱 19 木ネジ 20 断熱材 30 メタルラス 30a 格子状底部 30b 係合部 31 切り込み部 32 打抜き部 1 Wall Concrete 2 Bolt for Formwork Separator 3,17 Nut 4,23 Washer 5 Wire Mesh 5a Wire Piece 5b Engagement Part 6 Tile 6a Recessed Groove 7 Backfill Mortar 10 Outside Driving Form 10a Hole 11 Anchor Bolt 12 No Land adjustment plate 13 Adjustment bolts 15 Fixing fittings 16 Bolts 18 Pillars and studs 19 Wood screws 20 Insulation 30 Metal lath 30a Lattice bottom 30b Engagement 31 Notches 32 Punches

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04G 17/06 101 Z Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI Technical display area E04G 17/06 101 Z

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 パネル型枠を用いて壁体が均一壁面に構
築せられる鉄筋コンクリート建築工法に於て、該パネル
型枠内に壁コンクリートが打設せられて、該パネル型枠
を取り外した後、該パネル型枠の建込みに用いる型枠セ
パレータ用ボルトを用い、前記壁コンクリートより外側
に突出している部位の該型枠セパレータ用ボルトにナッ
トを緊締するとき、タイル装着部材をナットと壁コンク
リート間に挟持して固定し、更に、該タイル装着部材に
はタイル裏面に設けた凹溝に係合する係合部が並設され
ており、該タイル装着部材の係合部にタイルの前記凹溝
を係合して下段より横列一段毎に裏込めモルタルを流し
込んで固定するようにしたことを特徴とする建築物壁体
に対するタイル装着法。
1. In a reinforced concrete construction method in which a wall body is constructed on a uniform wall surface by using a panel formwork, after wall concrete is poured into the panel formwork and the panel formwork is removed. When using a bolt for a formwork separator used for building the panel formwork and tightening a nut on the bolt for the formwork separator in a portion projecting outward from the wall concrete, the tile mounting member is a nut and wall concrete. The tile mounting member is sandwiched and fixed between the tile mounting member and an engaging portion that engages with a groove provided on the back surface of the tile. A tile mounting method for a building wall body, characterized in that grooves are engaged so that backfilling mortar is poured into each row from the lower row and fixed.
【請求項2】 均一壁面に形成せられた壁体を有する鉄
筋コンクリート建築工法に於て、該壁体を構築するため
の型枠は該型枠の外側部を断熱材から成る外側部打込型
枠にて構成され、且つ、該型枠内に壁コンクリートが打
設されてパイプサポート等の型枠支持材及び外側部打込
型枠以外の型枠を取外した後、該型枠の建込みに用いる
型枠セパレータ用ボルトを用い、該外側部打込型枠の外
側に突出している部位の型枠セパレータ用ボルトにナッ
トを緊締するとき、タイル装着部材をナットと外側部打
込型枠間に挟持して固定し、更に、該タイル装着部材に
はタイル裏面に設けた凹溝に係合する係合部が並設され
ており、該タイル装着部材の係合部にタイルの前記凹溝
を係合して下段より横列一段毎に裏込めモルタルを流し
込んで固定するようにしたことを特徴とする建築物壁体
に対するタイル装着法。
2. In a reinforced concrete construction method having a wall body formed on a uniform wall surface, a mold for constructing the wall body has an outer part driving mold in which an outer part of the form frame is made of a heat insulating material. The frame is constructed, and the wall concrete is placed in the form, and after removing the form supports other than the form supporting material such as the pipe support and the outside driving form, the building of the form When tightening the nut to the mold separator bolt of the portion projecting to the outside of the outer portion driving mold using the bolt for the mold separator used for, the tile mounting member is placed between the nut and the outer portion driving mold. The tile mounting member is provided with an engaging portion that engages with a concave groove provided on the back surface of the tile, and the engaging portion of the tile mounting member has the concave groove of the tile. So that the back filling mortar is poured into each row from the lower row and fixed. A method of installing tiles on a building wall, which is characterized by the above.
【請求項3】 建築物の外壁を構築するとき、該外壁構
築部位に配設したコンクリートパネルから成る型枠の外
側部型枠に穴を開穿し、該穴から該型枠内にアンカーボ
ルトを挿入して壁コンクリートを打設した後、該型枠を
取外し、該壁コンクリートの壁面より突設した前記アン
カーボルトの前端部に前後の距離を調整して不陸調整用
プレートを固設し、更に、該不陸調整用プレートにボル
トにて固定金具を固定するとき、該不陸調整用プレート
と固定金具との間にタイル装着部材を挟持して固定し、
且つ、該タイル装着部材に設けた係合部にタイル裏面に
設けた凹溝を係合して下段より横列一段毎に裏込めモル
タルを流し込んで固定するようにしたことを特徴とする
建築物壁体に対するタイル装着法。
3. When constructing an outer wall of a building, a hole is opened in an outer formwork of a formwork made of a concrete panel arranged at the outer wall construction site, and an anchor bolt is inserted from the hole into the formwork. After inserting the wall concrete, the formwork is removed, and the front and rear distances are adjusted to the front end portion of the anchor bolt projecting from the wall surface of the wall concrete, and the unsteady adjustment plate is fixedly installed. , Furthermore, when fixing the fixing metal fittings to the unevenness adjusting plate with bolts, the tile mounting member is sandwiched and fixed between the unevenness adjusting plate and the fixing metal fitting,
Further, a building wall characterized in that a groove provided on the back surface of the tile is engaged with an engaging portion provided on the tile mounting member so that the back-filling mortar is poured into each row from the lower row and fixed. How to put tiles on your body.
【請求項4】 建築物の外壁を型枠を用いて構築すると
き、該型枠は該型枠の外側部を断熱材から成る外側部打
込型枠にて構成され、且つ、該外側部打込型枠に穴を開
穿し、該穴から該型枠内にアンカーボルトを挿入して壁
コンクリートを打設した後、パイプサポート等の型枠支
持部材及び前記外側部打込型枠以外の型枠を取外し、該
外側部打込型枠の前面より突出している前記アンカーボ
ルトの前端部に前後の距離を調整して不陸調整用プレー
トを固設し、更に、該不陸調整用プレートにボルトにて
固定金具を固定するとき、該不陸調整用プレートと固定
金具との間にタイル装着部材を挟持して固定し、且つ、
該タイル装着部材に設けた係合部にタイル裏面に設けた
凹溝を係合して、下段より横列一段毎に裏込めモルタル
を流し込んで固定するようにしたことを特徴とする建築
物壁体に対するタイル装着法。
4. When constructing an outer wall of a building using a formwork, the formwork is composed of an outer part driving formwork made of a heat insulating material at an outer part of the formwork, and the outer part. After punching a hole in the driving formwork and inserting an anchor bolt into the formwork through the hole to place wall concrete, other than the formwork supporting member such as a pipe support and the outer side driving formwork Of the anchor bolt projecting from the front surface of the outer driving mold, the front and rear distances of the anchor bolts are adjusted, and a land adjustment plate is fixedly installed. When fixing the fixing bracket to the plate with a bolt, the tile mounting member is clamped and fixed between the unevenness adjusting plate and the fixing bracket, and
A building wall body characterized in that a groove provided on the back surface of the tile is engaged with an engaging portion provided on the tile mounting member so that the back-filling mortar is poured into and fixed to each row from the lower row. How to install tiles to.
【請求項5】 建築物の柱・間柱に断熱材を木ネジ又は
ビス或いはボルト・ナット等の取付具にて取付けると共
に、該断熱材の前面に不陸調整スペーサーを介して前後
の距離が調整されたタイル装着部材が前記取付具によっ
て固定され、且つ、該タイル装着部材に設けた係合部に
タイル裏面に設けた凹溝を係合して下段より横列一段毎
に裏込めモルタルを流し込んで固定するようにしたこと
を特徴とする建築物壁体に対するタイル装着法。
5. A heat insulating material is attached to a pillar or stud of a building with a mounting tool such as a wood screw or a screw or a bolt or a nut, and a front and rear distance is adjusted on the front surface of the heat insulating material through an unevenness adjusting spacer. The mounted tile mounting member is fixed by the mounting tool, and the groove provided on the back surface of the tile is engaged with the engaging portion provided on the tile mounting member so that the back-filling mortar is poured into each row from the lower row. A method of installing tiles on a building wall, which is characterized by being fixed.
JP754195A 1994-09-16 1995-01-20 Method of fitting tile on building wall body Withdrawn JPH08135137A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP754195A JPH08135137A (en) 1994-09-16 1995-01-20 Method of fitting tile on building wall body

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP22202294 1994-09-16
JP6-222022 1994-09-16
JP754195A JPH08135137A (en) 1994-09-16 1995-01-20 Method of fitting tile on building wall body

Publications (1)

Publication Number Publication Date
JPH08135137A true JPH08135137A (en) 1996-05-28

Family

ID=26341860

Family Applications (1)

Application Number Title Priority Date Filing Date
JP754195A Withdrawn JPH08135137A (en) 1994-09-16 1995-01-20 Method of fitting tile on building wall body

Country Status (1)

Country Link
JP (1) JPH08135137A (en)

Cited By (9)

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Publication number Priority date Publication date Assignee Title
US6302669B1 (en) 1995-05-31 2001-10-16 Bridgestone Corporation Apparatus for producing a solid magnet roller using a movable mold
JP2001302321A (en) * 2000-04-17 2001-10-31 Taiheiyo Material Kk Mortar
JP2008261103A (en) * 2007-04-10 2008-10-30 Shimizu Corp Semi-dry adhesion tiling method
JP2013049997A (en) * 2011-08-31 2013-03-14 Something Fine Co Ltd Concrete block
KR101496429B1 (en) * 2014-06-18 2015-02-27 주식회사 세영 Wall that attached exterior material and construction method using the same
JP2015094144A (en) * 2013-11-13 2015-05-18 トヨタホーム株式会社 Eaves soffit plate support structure of building
CN105908933A (en) * 2016-06-03 2016-08-31 北京中铁装饰工程有限公司 Building porcelain tile with conical holes and copper wires for enhancing bonding and pasting construction method of building porcelain tile
CN105971221A (en) * 2016-06-03 2016-09-28 北京中铁装饰工程有限公司 Shallow groove copper wire enhanced bonding building ceramic tile and pasting construction method thereof
CN114182927A (en) * 2021-11-30 2022-03-15 王猛 Wall tile attaching device based on building construction

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6302669B1 (en) 1995-05-31 2001-10-16 Bridgestone Corporation Apparatus for producing a solid magnet roller using a movable mold
JP2001302321A (en) * 2000-04-17 2001-10-31 Taiheiyo Material Kk Mortar
JP4537529B2 (en) * 2000-04-17 2010-09-01 太平洋マテリアル株式会社 mortar
JP2008261103A (en) * 2007-04-10 2008-10-30 Shimizu Corp Semi-dry adhesion tiling method
JP2013049997A (en) * 2011-08-31 2013-03-14 Something Fine Co Ltd Concrete block
JP2015094144A (en) * 2013-11-13 2015-05-18 トヨタホーム株式会社 Eaves soffit plate support structure of building
KR101496429B1 (en) * 2014-06-18 2015-02-27 주식회사 세영 Wall that attached exterior material and construction method using the same
CN105908933A (en) * 2016-06-03 2016-08-31 北京中铁装饰工程有限公司 Building porcelain tile with conical holes and copper wires for enhancing bonding and pasting construction method of building porcelain tile
CN105971221A (en) * 2016-06-03 2016-09-28 北京中铁装饰工程有限公司 Shallow groove copper wire enhanced bonding building ceramic tile and pasting construction method thereof
CN114182927A (en) * 2021-11-30 2022-03-15 王猛 Wall tile attaching device based on building construction

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