JPH1030343A - Attachment for injecting filler - Google Patents

Attachment for injecting filler

Info

Publication number
JPH1030343A
JPH1030343A JP8187497A JP18749796A JPH1030343A JP H1030343 A JPH1030343 A JP H1030343A JP 8187497 A JP8187497 A JP 8187497A JP 18749796 A JP18749796 A JP 18749796A JP H1030343 A JPH1030343 A JP H1030343A
Authority
JP
Japan
Prior art keywords
adhesive
filler
section
tile
injection
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.)
Pending
Application number
JP8187497A
Other languages
Japanese (ja)
Inventor
Tatsuji Yamauchi
辰治 山内
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.)
HOZEN RIBAASU KK
Original Assignee
HOZEN RIBAASU KK
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 HOZEN RIBAASU KK filed Critical HOZEN RIBAASU KK
Priority to JP8187497A priority Critical patent/JPH1030343A/en
Publication of JPH1030343A publication Critical patent/JPH1030343A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent the lifting of a tile, and to conduct repair works easily at low cost. SOLUTION: The attachment for injecting fillers is used when fillers for repair works are injected to a part of the composing surface of a guiding. A connecting section is formed at the external end section of a hollow member 1, a plurality of engaging hooks 3 having notched slits in the axial direction at an internal end section and a plurality of filler holes 6 to an intermediate section. A hold-down plate 8 is engaged with the connected section, and internal threads are formed on the inner circumferential surfaces of the engaging hooks 3 while male screw members 7 are screwed to the female screws movably in the axial direction. The internal side of the hollow member 1 can be inserted and detached to and from a bored section formed to the composing surface and the internal end face of the hold-down plate 8 can be abutted and detached against and from the composing surface, the engaging hooks 3 are shaped in a diameter expansible and contractible manner by movement in the axial direction of the male screw section 7, a filler injection means is set up detachably on a male screw 2, and fillers can be injected into the bored section through filler holes 6.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建築物の壁面、床
面等の構成面の一部に、例えば接着剤その他の補修用の
充填剤を注入する際に使用される充填剤注入用アタチメ
ントに関し、特にタイル張りの構成面における浮きタイ
ルを損傷することなく、確実に固定する際に使用される
充填剤注入用アタチメントに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a filler injecting attachment used for injecting, for example, an adhesive or other filler for repair into a part of a structural surface such as a wall surface or a floor surface of a building. More particularly, the present invention relates to a filler injection attachment used for securely fixing a floating tile on a tiled surface without damaging the tile.

【0002】例えばタイル張りの建築物の外壁において
は、耐久性および美観を向上させるために、コンクリー
ト躯体の表面に下地モルタルを介してタイルを貼着する
構成のものがある。しかしながら、目地からの雨水の侵
入、凍結その他の原因により、貼着されたタイルが下地
モルタルと完全に密着せず、両者間に間隙が発生し、タ
イルが浮き上がることがある。この場合、タイルと下地
モルタルとの間にスラリー状の接着剤を注入することに
より、浮上状態の浮きタイルを下地モルタルに固着する
補修作業が必要となる。
For example, there is a structure in which a tile is adhered to the surface of a concrete frame via a base mortar in order to improve durability and aesthetic appearance of an outer wall of a tiled building. However, due to rainwater intrusion from joints, freezing, and other causes, the attached tile does not completely adhere to the base mortar, and a gap is generated between the two, and the tile may rise. In this case, it is necessary to perform a repair operation for injecting a slurry-like adhesive between the tile and the base mortar to fix the floating tile to the base mortar.

【0003】[0003]

【従来の技術】従来の接着剤注入による浮きタイル接着
方法(補修方法)には、タイル間に形成された目地に穿
孔して注入接着するものと、タイル面に直接穿孔して注
入接着するものとがある。
2. Description of the Related Art Conventionally, a floating tile bonding method (repair method) by injecting an adhesive is performed by piercing a joint formed between tiles by pouring and bonding, or directly piercing a tile surface by pouring and bonding. There is.

【0004】図13は従来のタイル目地穿孔による注入
接着方法の例を示す要部正面図である。図13におい
て、51は長方形状のタイルであり、穿孔部52はタイ
ル51,51間に形成される目地53の部分に設けら
れ、この穿孔部52から接着剤を注入し、タイル51の
裏面に充填させるのである。この補修方法には、穿孔部
52の形成態様により、下記の3種類がある。
FIG. 13 is a front view of an essential part showing an example of a conventional injection bonding method by perforating tile joints. In FIG. 13, reference numeral 51 denotes a rectangular tile, and a perforated portion 52 is provided at a joint 53 formed between the tiles 51, 51. It is filled. This repair method includes the following three types depending on the mode of forming the perforated portion 52.

【0005】図14は従来の補修方法の第1例を示す要
部断面図である。図14において54はコンクリートか
らなる躯体、55は下地モルタル、56は接着剤注入
器、57は注入された接着剤である。図14において、
穿孔部52はタイル51,51間に形成された目地53
のみに設けられ、この穿孔部52内に接着剤57を圧力
注入することにより、接着剤57がタイル51と下地モ
ルタル55との間隙58内に充填され、両者を接着固定
するのである。
FIG. 14 is a sectional view showing a first example of a conventional repairing method. In FIG. 14, reference numeral 54 denotes a skeleton made of concrete, 55 denotes a base mortar, 56 denotes an adhesive injector, and 57 denotes an injected adhesive. In FIG.
The perforated portions 52 are joints 53 formed between the tiles 51, 51.
The adhesive 57 is filled into the gap 58 between the tile 51 and the base mortar 55 by pressure-injecting the adhesive 57 into the perforated portion 52, and the two are bonded and fixed.

【0006】図15は従来の補修方法の第2例を示す要
部断面図であり、同一部分は図14と同一の参照符号で
示す。以下の図20まで同じである。図15において穿
孔部52は、タイル51の縁辺部から数mmの範囲51a
を含むように目地53に設けられる。このような方法に
よれば、タイル51縁辺部近傍に付着した下地モルタル
55が除去されるから、間隙58内に接着剤57を確実
に注入することができる。
FIG. 15 is a sectional view of a main part showing a second example of the conventional repairing method, and the same parts are denoted by the same reference numerals as in FIG. The same applies to FIG. 20 below. In FIG. 15, the perforated portion 52 has a range 51a several mm from the edge of the tile 51.
Are provided at the joint 53 so as to include According to such a method, since the base mortar 55 attached to the vicinity of the edge of the tile 51 is removed, the adhesive 57 can be reliably injected into the gap 58.

【0007】図16および図17は各々従来の補修方法
の第3例を示す要部断面図である。両図に示すように、
穿孔部52は躯体54の表面から約30mmの深さまで形
成すると共に、穿孔部52には接着剤57を注入すると
共に、全ねじピン59(図16)またはアンカー60
(図17)を打込んで下地モルタル55も含めて補強す
るのである。
FIGS. 16 and 17 are sectional views of a main part showing a third example of the conventional repair method. As shown in both figures,
The perforated portion 52 is formed to a depth of about 30 mm from the surface of the body 54, and an adhesive 57 is injected into the perforated portion 52, and a full screw pin 59 (FIG. 16) or an anchor 60 is provided.
(FIG. 17) is reinforced to include the base mortar 55.

【0008】なお図16に示すものは、接着剤57を注
入後において全ねじピン59を挿入し、その頭部にエポ
キシ樹脂または樹脂モルタルによる閉塞部61を形成す
る。一方図17に示すものにおいては、穿孔部52内に
予めアンカー60を挿入固定後において、接着剤57を
注入し、その後閉塞部61を形成する。
In FIG. 16, after the adhesive 57 is injected, the entire screw pin 59 is inserted, and a closed portion 61 made of epoxy resin or resin mortar is formed on the head. On the other hand, in the one shown in FIG. 17, after the anchor 60 is inserted and fixed in the perforated portion 52 in advance, the adhesive 57 is injected, and then the closed portion 61 is formed.

【0009】図18は従来のタイル面穿孔による注入接
着方法を示す要部正面図である。この補修方法は、図1
8に示すように、穿孔部52をタイル51の面に設ける
ものであるが、穿孔部52の深さによって下記の2種類
がある。
FIG. 18 is a front view of an essential part showing a conventional injection bonding method by perforating a tile surface. This repair method is shown in FIG.
As shown in FIG. 8, the perforated portion 52 is provided on the surface of the tile 51. There are the following two types depending on the depth of the perforated portion 52.

【0010】図19は従来の補修方法の第4例を示す要
部断面図である。図19において穿孔部52は前記図1
4および図15におけるものと同様に形成し、接着剤注
入器(図示せず、図14および図15における符号56
参照)により接着剤57が注入される。この場合、穿孔
部52はタイル51と下地モルタル55との間隙58と
連通する確率が大であるため、接着剤57を間隙58に
効率よく注入することができる。穿孔部52の開口部に
は閉塞部61を形成し、その表面をタイル51の近似色
に着色する。
FIG. 19 is a sectional view of a main part showing a fourth example of a conventional repair method. In FIG. 19, the perforated portion 52 is the same as that shown in FIG.
4 and FIG. 15 and an adhesive injector (not shown, designated by reference numeral 56 in FIGS. 14 and 15).
) Is injected. In this case, since the perforated portion 52 has a high probability of communicating with the gap 58 between the tile 51 and the base mortar 55, the adhesive 57 can be efficiently injected into the gap 58. A closed portion 61 is formed at the opening of the perforated portion 52, and the surface thereof is colored in an approximate color of the tile 51.

【0011】図20は従来の補修方法の第5例を示す要
部断面図である。図20において、穿孔部52は前記図
16および図17に示すものと同様に、躯体54の表面
から約60mmの深さまで形成すると共に、二段状に形成
し、アンカー60を挿入固定後において、接着剤57を
注入し、開口部にタイル51の近似色に着色したキャッ
プ62を嵌着封印する。上記の構成による作用効果は、
前記図19に示すものと同様である。なお図20に示す
ものは、タイル51の近似色のキャップ62の嵌着封印
により、穿孔部52の存在を目立たなくすることができ
るので、タイル51が大形のものに対して特に有効であ
る。
FIG. 20 is a sectional view of a main part showing a fifth example of a conventional repairing method. In FIG. 20, the perforated portion 52 is formed to a depth of about 60 mm from the surface of the skeleton 54 and is formed in a two-step shape in the same manner as shown in FIGS. 16 and 17, and after the anchor 60 is inserted and fixed, An adhesive 57 is injected, and a cap 62 colored in a color similar to the tile 51 is fitted and sealed in the opening. The operation and effect of the above configuration are as follows.
This is the same as that shown in FIG. 20 is particularly effective for a large-sized tile 51 because the presence of the perforated portion 52 can be made inconspicuous by fitting and sealing the cap 62 of a color similar to the tile 51. .

【0012】[0012]

【発明が解決しようとする課題】しかしながら、上記従
来の補修方法においては、下記のような問題点がある。
まず何れの補修方法においても、硬質である磁器質材料
からなるタイル51に対する穿孔が可能である穿孔機器
の開発および改良が進んでいる反面において、接着剤5
7の注入工具若しくはアタチメントに対するものが未だ
不充分である。特に短時間内において接着剤57を注入
する場合には、注入圧力を大にする傾向があり、この大
なる注入圧力によってタイル51が本来の固着位置から
外方に押し出されて浮き上がり状態となり、目地53に
界面剥離や欠損を招来するという問題点がある。
However, the above-mentioned conventional repair method has the following problems.
First, in any of the repairing methods, while the development and improvement of a perforating device capable of perforating the tile 51 made of a hard porcelain material are progressing, the adhesive 5
7 for infusion tools or attachments are still inadequate. Particularly, when the adhesive 57 is injected within a short time, the injection pressure tends to be large, and the tile 51 is pushed outward from the original fixing position by the large injection pressure, so that the tiles 51 are lifted up. 53 has a problem that it causes interface peeling and loss.

【0013】次に従来の補修方法においては、接着剤注
入器56を図14および図15に示すように、穿孔部5
2の開口部に直接当接させた状態で行なうのが一般的で
あり、注入した接着剤57が穿孔部52の開口部から外
方に溢出し、目地53および/またはタイル51の表面
を汚染することがある。このような場合には、接着剤5
7を注入後において余剰の溢出した接着剤57を清拭す
る必要があるが、接着剤57の固化後においては極めて
煩雑な作業を強いることとなり、補修コストが極めて高
騰すると共に、美観を低下させることともなるという問
題点がある。
Next, in the conventional repairing method, as shown in FIGS.
In general, the bonding is performed in a state of directly contacting the opening 2, and the injected adhesive 57 overflows from the opening of the perforated portion 52 to contaminate the joints 53 and / or the surface of the tile 51. May be. In such a case, the adhesive 5
It is necessary to wipe off the excess overflowing adhesive 57 after the 7 is injected. However, after the adhesive 57 is solidified, an extremely complicated operation is required, so that the repair cost is extremely increased and the appearance is deteriorated. There is a problem that it may be.

【0014】更に従来の補修方法においては、接着剤注
入器56を穿孔部52の部位に保持する手段がないた
め、補修作業における接着剤注入器56の支持は人力に
よるのが通例であり、作業性が著しく低下するのみなら
ず、作業効率もまた低く、作業時間および作業工数が大
となるという問題点がある。特に接着剤57の充填率を
高めるために低圧注入システムを採用した場合には、接
着剤57の注入に長時間を要するため、上記問題点が更
に顕著になると共に、接着剤注入器56の所要個数が増
大し、補修コストの高騰を招来するという問題点があ
る。
Further, in the conventional repair method, since there is no means for holding the adhesive injector 56 at the portion of the perforated portion 52, the adhesive injector 56 is usually supported manually in the repair work. In addition to the remarkable decrease in workability, there is a problem that the working efficiency is also low and the working time and man-hours are increased. In particular, when a low-pressure injection system is used to increase the filling rate of the adhesive 57, the above-described problem becomes more prominent because the injection of the adhesive 57 takes a long time, and the required amount of the adhesive injector 56 is increased. There is a problem that the number increases and the repair cost rises.

【0015】本発明は、上記従来技術に存在する問題点
を解決し、タイルの非所望な浮き上がりを防止すると共
に、補修作業を容易かつ安価に行ない得る充填剤注入用
アタチメントを提供することを課題とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the problems existing in the prior art and to provide an attachment for filling injection which can prevent undesired lifting of tiles and can perform repair work easily and at low cost. And

【0016】[0016]

【課題を解決するための手段】上記課題を解決するため
に、本発明においては、建築物の構成面の一部に補修用
の充填剤を注入する際に使用される充填剤注入用アタチ
メントにおいて、中空部材の外方端部に接続部を、内方
端部に軸線方向の切割を有する複数個の係止爪を、およ
び中間部に複数個の注入口を設け、前記接続部に押え板
を係合させ、前記係止爪の内周面にめねじを刻設すると
共に、このめねじにおねじ部材を軸線方向移動可能に螺
合させ、前記構成面に設けた穿孔部に前記中空部材の内
方側を挿入離脱可能かつ前記押え板の内端面を前記構成
面に当接離脱可能に、および前記おねじ部材の軸線方向
の移動により前記係止爪を拡径縮径可能に形成し、前記
おねじに充填剤注入手段を着脱自在に設け、前記注入口
を介して前記穿孔部内に充填剤を注入可能に構成する、
という技術的手段を採用した。
In order to solve the above-mentioned problems, the present invention relates to a filler injecting attachment used for injecting a filler for repair into a part of a structural surface of a building. A connecting portion at an outer end of the hollow member, a plurality of locking claws having an axial cut at an inner end thereof, and a plurality of inlets at an intermediate portion, and a holding plate is provided at the connecting portion. , A female screw is engraved on the inner peripheral surface of the locking claw, and a screw member is screwed to the female screw so as to be movable in the axial direction. The inner side of the member can be inserted and removed, and the inner end surface of the holding plate can be brought into and out of contact with the constituent surface, and the locking claw can be expanded and reduced in diameter by moving the male screw member in the axial direction. And, a filler injecting means is detachably provided on the male screw, and the perforation is performed through the inlet. Injectable to constitute the filler within,
The technical means that was adopted.

【0017】本発明において、切割と注入口とを連続し
て一体に形成することができる。
In the present invention, the slit and the inlet can be formed continuously and integrally.

【0018】[0018]

【発明の実施の形態】図1は本発明の実施の形態におけ
る中空部材を示す説明図であり、(a)は縦断面、
(b)は左側面を示す。図1において、1は中空部材で
あり、外方端部((a)における右端部)におねじ2を
刻設し、接続部を形成する。次に内方端部((b)にお
ける左端部)には複数個の係止爪3を設ける。この係止
爪3は、例えば軸線方向に横断面十文字状の切割4を設
けることによって形成すると共に、係止爪3の内周面に
はめねじ5を刻設する。6は注入口であり、中空部材1
の軸線方向の中間部に例えば4個設けられる。
FIG. 1 is an explanatory view showing a hollow member according to an embodiment of the present invention. FIG.
(B) shows the left side surface. In FIG. 1, reference numeral 1 denotes a hollow member, and a screw 2 is engraved on an outer end portion (right end portion in (a)) to form a connection portion. Next, a plurality of locking claws 3 are provided at the inner end (left end in (b)). The locking claw 3 is formed, for example, by providing a notch 4 having a cross-shaped cross section in the axial direction, and a female screw 5 is engraved on the inner peripheral surface of the locking claw 3. Reference numeral 6 denotes an inlet, and the hollow member 1
, For example, four are provided at the intermediate portion in the axial direction.

【0019】図2は本発明の実施の形態における構成部
材の組合わせ状態を示す要部縦断面説明図であり、同一
部分は前記図1と同一の参照符号で示す。図2におい
て、7はおねじ部材であり、例えば六角穴付小ねじによ
って形成し、中空部材1の係止爪3の内周面に設けられ
ためねじ5に螺合させる。次に8は押え板であり、例え
ば円板状に形成し、その中心部に設けためねじ9を介し
て、中空部材1のおねじ2に着脱可能に螺合させる。1
0は六角棒レンチであり、ハンドル11を有し、前記お
ねじ部材7を回転させることにより軸線方向に移動させ
るための工具である。
FIG. 2 is an explanatory longitudinal sectional view of a main part showing a combined state of constituent members according to the embodiment of the present invention, and the same parts are denoted by the same reference numerals as in FIG. In FIG. 2, reference numeral 7 denotes a male screw member, which is formed by, for example, a small screw with a hexagonal hole, and is provided on the inner peripheral surface of the locking claw 3 of the hollow member 1 and is screwed to the screw 5. Reference numeral 8 denotes a holding plate, which is formed, for example, in a disk shape, and is detachably screwed to the male screw 2 of the hollow member 1 via a screw 9 to be provided at the center thereof. 1
Reference numeral 0 denotes a hexagon wrench, which has a handle 11 and is a tool for rotating the male screw member 7 to move the male screw member 7 in the axial direction.

【0020】図3は図2に示す構成部材からなる接着剤
注入用アタチメントを建築物構成面に装着した状態を示
す要部断面図であり、同一部分は前記図2および図13
ないし図20と同一の参照符号で示す。図3において、
まず建築物の例えば壁面に設けられた穿孔部52内に、
中空部材1の内方端部ないし中間部を挿入し、押え板8
の左端面をタイル51の表面に当接させて穿孔部52の
開口部を閉塞する。
FIG. 3 is a cross-sectional view of a principal part showing a state in which the adhesive for injecting the adhesive composed of the constituent members shown in FIG. 2 is attached to the structural surface of the building, and the same parts are shown in FIGS.
20 to FIG. 20 are denoted by the same reference numerals. In FIG.
First, in the perforated part 52 provided on the wall of the building, for example,
Insert the inner end or middle part of the hollow member 1 and press the holding plate 8
Is made to abut on the surface of the tile 51 to close the opening of the perforated portion 52.

【0021】次に図2に示す六角棒レンチ10を中空部
材1内に挿入し、おねじ部材7の係合部と係合させ、図
3において例えば反時計方向に回転させると、おねじ部
材7が右方に移動する。おねじ部材7の右方への移動に
より、係止爪3はその外径が拡径され、穿孔部52の内
周面に食い込んで固定される。
Next, the hexagonal wrench 10 shown in FIG. 2 is inserted into the hollow member 1 and engaged with the engaging portion of the male screw member 7, and when it is rotated counterclockwise in FIG. 7 moves to the right. Due to the rightward movement of the male screw member 7, the outer diameter of the locking claw 3 is increased, and the locking claw 3 bites into the inner peripheral surface of the perforated portion 52 and is fixed.

【0022】上記構成の接着剤注入用アタチメントを使
用して、壁面の浮きタイルを固定補修する工程について
説明する。図4ないし図8は夫々本発明の実施の形態に
おける補修工程の例を示す要部断面説明図であり、同一
部分は前記図1ないし図3と同一の参照符号で示す。
A process for fixing and repairing a floating tile on a wall surface using the adhesive injection attachment having the above-described structure will be described. FIGS. 4 to 8 are cross-sectional views showing a main part of an example of a repairing process according to the embodiment of the present invention. The same parts are denoted by the same reference numerals as those in FIGS.

【0023】まず図4に示すように、ポータブルドリル
14により、タイル51,51間に形成された目地53
に穿孔部52を形成する。この場合の穿孔部52の深さ
は、タイル51および/または下地モルタル55の浮き
防止の場合には躯体54の表層近辺までとするが、躯体
54と下地モルタル55との間に間隙が形成されている
場合において、補強を兼ねるときには、躯体54の表層
から30〜60mmの深さとする。
First, as shown in FIG. 4, joints 53 formed between the tiles 51, 51 by the portable drill 14.
A perforated portion 52 is formed in the hole. In this case, the depth of the perforated portion 52 is set to the vicinity of the surface layer of the skeleton 54 in the case of preventing the tile 51 and / or the underlying mortar 55 from floating, but a gap is formed between the skeleton 54 and the underlying mortar 55. In this case, the depth is 30 to 60 mm from the surface layer of the skeleton 54 when also used for reinforcement.

【0024】図5は所定深さの穿孔部が形成されて、ポ
ータブルドリル14を抜去した状態である。この場合に
おいて、穿孔部52に臨むタイル51の縁辺部に下地モ
ルタル55の一部55aが付着しており、タイル51と
下地モルタル55との間に形成されている間隙58と穿
孔部52とが連通していないときには、穿孔部52内に
注入した接着剤が前記間隙58内に充填されないという
不都合がある。
FIG. 5 shows a state in which a perforated portion having a predetermined depth is formed and the portable drill 14 is removed. In this case, a portion 55a of the base mortar 55 adheres to the edge of the tile 51 facing the perforated portion 52, and the gap 58 formed between the tile 51 and the base mortar 55 and the perforated portion 52 are formed. When there is no communication, there is a disadvantage that the adhesive injected into the perforated portion 52 is not filled in the gap 58.

【0025】図6はタイル51裏面の塞ぎモルタルを除
去する状態を示している。すなわち、小径の切削工具1
5を装着した回転工具16により、前記図5に示す下地
モルタル55の一部55a(塞ぎモルタル)を切削除去
し、穿孔部52と前記間隙58との連通状態を形成する
のである。
FIG. 6 shows a state in which the closing mortar on the back surface of the tile 51 is removed. That is, the small-diameter cutting tool 1
The part 55a (blocking mortar) of the base mortar 55 shown in FIG. 5 is cut and removed by the rotating tool 16 to which the hole 5 is attached, and a communication state between the perforated portion 52 and the gap 58 is formed.

【0026】図7および図8は各々接着剤注入用アタチ
メントを装着して接着剤を注入する状態を示す。すなわ
ち、前記図3に示す状態において、接着剤注入器の吐出
口を接続部を形成するおねじ2に接続し、接着剤注入器
を作動させれば、接着剤を注入口6を経て穿孔部52内
に注入することができ、この接着剤を更に下地モルタル
55とタイル51との間に形成された間隙58内に注入
し、両者を接着固定することができる。
FIGS. 7 and 8 show a state in which an adhesive for injecting an adhesive is attached and an adhesive is injected. That is, in the state shown in FIG. 3, the discharge port of the adhesive injector is connected to the male screw 2 forming the connection part, and the adhesive injector is operated. 52, and the adhesive can be further injected into a gap 58 formed between the base mortar 55 and the tile 51 to bond and fix them.

【0027】図7および図8における符号17,18は
各々自動注入器およびカートリッジガンを示しており、
低圧自動注入(一次注入)およびダメ直し注入(二次注
入)の状態を示している。なお図7に示す自動注入器1
7は、例えばシリンダ17a内に介装されたピストン1
7bを、ゴムのような弾性部材17cによって押圧する
ことにより、シリンダ17a内に封入された接着剤に対
して注入圧力を付与するような構成とすることができ
る。
Reference numerals 17 and 18 in FIGS. 7 and 8 denote an automatic injector and a cartridge gun, respectively.
The state of low-pressure automatic injection (primary injection) and damage correction injection (secondary injection) are shown. The automatic injector 1 shown in FIG.
7 is a piston 1 interposed in a cylinder 17a, for example.
By pressing the elastic member 7b with an elastic member 17c such as rubber, it is possible to apply an injection pressure to the adhesive enclosed in the cylinder 17a.

【0028】この場合、接続部を形成するおねじ2に、
アダプター12を接続し、このアダプター12に自動注
入器17を接続する。またカートリッジガン18は、自
動注入器17を取外した後、他のアダプター13を接続
し、このアダプター13を介して接続すればよい。
In this case, the external thread 2 forming the connecting portion
The adapter 12 is connected, and the automatic injector 17 is connected to the adapter 12. After removing the automatic injector 17 from the cartridge gun 18, another adapter 13 may be connected, and the cartridge gun 18 may be connected via the adapter 13.

【0029】上記の接着剤注入工程において、穿孔部5
2の開口部は押え板8によって閉塞されているため、付
圧された接着剤が穿孔部52から外方に溢出することが
ない。
In the above adhesive injection step, the perforated portion 5
Since the opening 2 is closed by the holding plate 8, the pressurized adhesive does not overflow from the perforated portion 52 to the outside.

【0030】上記接着剤の注入後において、おねじ部材
7を図2に示す六角棒レンチ10を介しておねじ部材7
を時計方向に回転させると、おねじ部材7が左方に移動
し、係止爪3は弾性によりその外径を縮径して穿孔部5
2の内周面から離脱する。従って中空部材1を穿孔部5
2から除去することができる。
After the injection of the adhesive, the male screw member 7 is screwed through the hexagonal wrench 10 shown in FIG.
Is rotated clockwise, the male screw member 7 moves to the left, and the locking claw 3 has its outer diameter reduced by elasticity, and
2 from the inner peripheral surface. Therefore, the hollow member 1 is
2 can be removed.

【0031】次に穿孔部52内に例えばエポキシ樹脂系
モルタルを充填して閉塞し、既存目地の風合いに合わせ
て補修部位の目立ちを解消し、更に周辺の洗浄を行なっ
て補修作業を終了する。
Next, the perforated portion 52 is filled with, for example, an epoxy resin-based mortar and closed, and the repaired portion is made inconspicuous in accordance with the texture of the existing joint, and the surroundings are cleaned to complete the repairing work.

【0032】図9は接着剤注入手段の他の例を示す説明
図であり、同一部分は前記図3と同一の参照符号で示
す。図9は複数個の接着剤注入用アタチメントに同時に
接着剤注入を行う場合に有効かつ能率的な手段の例であ
る。まず前記図3に示すようにして中空部材1および押
え板8を建築物構成面21に装着した後、接続部を形成
するおねじ2に夫々接続金具22を介してホース23を
接続する。これらのホース23はコック24を有する分
配器25に接続されている。従ってカートリッジガン1
8から主ホース26、分配器25および複数本のホース
23を介して、接着剤を夫々の中空部材1に供給するこ
とができるのである。
FIG. 9 is an explanatory view showing another example of the adhesive injecting means, and the same parts are denoted by the same reference numerals as in FIG. FIG. 9 shows an example of an effective and efficient means for simultaneously injecting adhesive into a plurality of adhesive injecting attachments. First, as shown in FIG. 3, the hollow member 1 and the holding plate 8 are mounted on the building construction surface 21, and then the hoses 23 are connected to the male screws 2 forming the connection portions via the connection fittings 22. These hoses 23 are connected to a distributor 25 having a cock 24. Therefore, cartridge gun 1
The adhesive can be supplied to each hollow member 1 from 8 via the main hose 26, the distributor 25 and the plurality of hoses 23.

【0033】図10は本発明の他の実施の形態における
中空部材を示す説明図であり、(a)は縦断面、(b)
は左側面を示し、同一部分は前記図1と同一の参照符号
で示す。図10において、係止爪3の先端部には凹円錐
面27を形成すると共に、切割4を中空部材1の中間部
まで延長して設け、前記図1における注入口6とを連続
して一体に形成した構成とする。
FIGS. 10A and 10B are explanatory views showing a hollow member according to another embodiment of the present invention, wherein FIG.
Indicates a left side surface, and the same portions are denoted by the same reference numerals as in FIG. 10, a concave conical surface 27 is formed at the tip of the locking claw 3 and a cut 4 is provided extending to the middle of the hollow member 1 so that the injection port 6 in FIG. Is formed.

【0034】図11は本発明の他の実施の形態における
構成部材の組合わせ状態を示す要部縦断面説明図であ
り、同一部分は前記図2および図10と同一の参照符号
で示す。図11において、おねじ部材7は中空部材1の
外方端部、すなわち右方から挿入して六角棒レンチ10
を介してめねじ5と螺合させる。
FIG. 11 is an explanatory longitudinal sectional view of a main part showing a combination state of components in another embodiment of the present invention, and the same parts are denoted by the same reference numerals as in FIGS. 2 and 10. In FIG. 11, a male screw member 7 is inserted from the outer end of the hollow member 1, that is, from the right side, and a hexagon wrench 10 is inserted.
And the female screw 5 is screwed together.

【0035】図12は図11に示す構成部材からなる接
着剤注入用アタチメントを建築物構成面に装着した状態
を示す要部断面図であり、同一部分は前記図3および図
11と同一の参照符号で示す。図12において、まず建
築物の壁面に設けられた穿孔部52内に中空部材1を挿
入し、押え板8の左端面をタイル51の表面に当接させ
て穿孔部52の開口部を閉塞する。
FIG. 12 is a cross-sectional view of a principal part showing a state in which the adhesive for injecting the adhesive composed of the constituent members shown in FIG. 11 is mounted on the building surface, and the same parts are the same as those in FIG. 3 and FIG. Indicated by reference numerals. In FIG. 12, first, the hollow member 1 is inserted into the perforated portion 52 provided on the wall surface of the building, and the left end surface of the holding plate 8 is brought into contact with the surface of the tile 51 to close the opening of the perforated portion 52. .

【0036】次に図11に示す六角棒レンチ10を中空
部材1内に挿入し、おねじ部材7の係合部と係合させ、
図12において例えば時計方向に回転させると、おねじ
部材7が左方に移動する。このおねじ部材7の左方への
移動により、係止爪3はその外径が拡径され、穿孔部5
2の内周面に食い込んで固定される。以後の接着剤の注
入工程は前記図1ないし図3に示すものと同様である。
Next, a hexagon wrench 10 shown in FIG. 11 is inserted into the hollow member 1 and is engaged with the engaging portion of the male screw member 7.
In FIG. 12, for example, when it is rotated clockwise, the male screw member 7 moves to the left. By moving the male screw member 7 to the left, the outer diameter of the locking claw 3 is increased, and the
2 bites into the inner peripheral surface and is fixed. The subsequent steps of injecting the adhesive are the same as those shown in FIGS.

【0037】上記接着剤の注入後において、おねじ部材
7を図11に示す六角棒レンチ10を介しておねじ部材
7を反時計方向に回転させると、おねじ部材7が右方に
移動し、係止爪3は弾性によりその外径を縮径して穿孔
部52の内周面から離脱する。従って中空部材1を穿孔
部52から除去することができる。
When the male screw member 7 is rotated counterclockwise through the hexagon wrench 10 shown in FIG. 11 after the injection of the adhesive, the male screw member 7 moves rightward. The locking claw 3 has its outer diameter reduced by elasticity and separates from the inner peripheral surface of the perforated portion 52. Therefore, the hollow member 1 can be removed from the perforated portion 52.

【0038】上記の発明の実施の形態においては、躯体
54がコンクリートの場合について説明したが、他の材
料からなる躯体若しくは建築物であってもよく、また補
修対象は壁面以外に広く床、天井等の建築物構成面とす
ることができる。従ってタイル51の浮き上がり防止の
みならず建築物構成面の補修作業についても適用可能で
ある。
In the above embodiment of the present invention, the case where the skeleton 54 is concrete has been described. However, the skeleton 54 may be a skeleton or a building made of other materials. And so on. Therefore, the present invention can be applied not only to the prevention of the rise of the tiles 51 but also to the repair work of the building constituent surface.

【0039】また注入する充填剤は接着剤以外のスラリ
ー状のものであっても当然に使用可能である。更に本発
明の充填剤注入用アタチメントは、タイル目地穿孔によ
るもののみならず、タイル面穿孔によるものに対しても
当然に適用可能である。
The filler to be injected may be of course a slurry other than the adhesive. Furthermore, the filler injection attachment of the present invention is naturally applicable not only to tile joint perforation but also to tile surface perforation.

【0040】[0040]

【発明の効果】本発明は以上記述のような構成および作
用であるから、下記のような効果を奏し得る。
Since the present invention has the configuration and operation as described above, the following effects can be obtained.

【0041】(1) タイルの浮き間隙等の建築物の損傷若
しくは要補修部分に、接着剤等の充填剤が容易かつ確実
に充填され得るので、充填剤に余剰な注入圧力を付与す
る必要がない。
(1) Since a filler such as an adhesive can be easily and reliably filled into a damaged or repaired portion of a building such as a floating gap of a tile, it is necessary to apply an excessive injection pressure to the filler. Absent.

【0042】(2) 建築物構成面に設けられた穿孔部の開
口部を完全に閉塞することができるため、充填剤が開口
部から外部に溢出することがなく、補修部分およびその
周辺を汚染することがない。
(2) Since the opening of the perforated portion provided on the building construction surface can be completely closed, the filler does not overflow from the opening to the outside, and the repaired portion and its surroundings are contaminated. Never do.

【0043】(3) アタチメントにより、タイルその他の
建築物構成面を現状のまま挟着保持することができるた
め、要補修部分が充填剤の注入圧により更に浮上すると
いう不都合が完全に防止され得る。
(3) The tiles and other structural surfaces of the building can be sandwiched and held as they are by the attachment, so that the inconvenience that the part requiring repair further floats due to the injection pressure of the filler can be completely prevented. .

【0044】(4) 充填剤注入器を注入状態のまま支持確
保できるため、例えばカプセル自動注入時間を有効に活
用することができ、作業能率が大幅に向上する。
(4) Since the filler injector can be supported and secured in the injection state, for example, the time for automatically injecting the capsule can be effectively used, and the working efficiency is greatly improved.

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

【図1】本発明の実施の形態における中空部材を示す説
明図であり、(a)は縦断面、(b)は左側面を示す。
FIG. 1 is an explanatory view showing a hollow member according to an embodiment of the present invention, in which (a) shows a longitudinal section, and (b) shows a left side surface.

【図2】本発明の実施の形態における構成部材の組合わ
せ状態を示す要部縦断面説明図である。
FIG. 2 is an explanatory longitudinal sectional view of a main part showing a combination state of constituent members according to the embodiment of the present invention.

【図3】図2に示す構成部材からなる接着剤注入用アタ
チメントを建築物構成面に装着した状態を示す要部断面
図である。
FIG. 3 is a cross-sectional view of a main part showing a state in which the adhesive for injecting an adhesive, which is made up of the constituent members shown in FIG.

【図4】本発明の実施の形態における補修工程の例を示
す要部断面説明図である。
FIG. 4 is an explanatory cross-sectional view of a main part showing an example of a repairing step in the embodiment of the present invention.

【図5】本発明の実施の形態における補修工程の例を示
す要部断面説明図である。
FIG. 5 is an explanatory sectional view of a main part showing an example of a repairing step in the embodiment of the present invention.

【図6】本発明の実施の形態における補修工程の例を示
す要部断面説明図である。
FIG. 6 is an explanatory cross-sectional view of a main part showing an example of a repairing step in the embodiment of the present invention.

【図7】本発明の実施の形態における補修工程の例を示
す要部断面説明図である。
FIG. 7 is an explanatory sectional view of a main part showing an example of a repairing step in the embodiment of the present invention.

【図8】本発明の実施の形態における補修工程の例を示
す要部断面説明図である。
FIG. 8 is an explanatory cross-sectional view of a main part showing an example of a repairing step in the embodiment of the present invention.

【図9】接着剤注入手段の他の例を示す説明図である。FIG. 9 is an explanatory view showing another example of the adhesive injection means.

【図10】本発明の他の実施の形態における中空部材を
示す説明図であり、(a)は縦断面、(b)は左側面を
示す。
10A and 10B are explanatory views showing a hollow member according to another embodiment of the present invention, wherein FIG. 10A is a longitudinal section, and FIG. 10B is a left side view.

【図11】本発明の他の実施の形態における構成部材の
組合わせ状態を示す要部縦断面説明図である。
FIG. 11 is an explanatory longitudinal sectional view of a main part showing a combination state of components in another embodiment of the present invention.

【図12】図11に示す構成部材からなる接着剤注入用
アタチメントを建築物構成面に装着した状態を示す要部
断面図である。
12 is a cross-sectional view of a principal part showing a state in which the adhesive for injecting the adhesive, which is made up of the constituent members shown in FIG. 11, is mounted on a building constituent surface.

【図13】従来のタイル目地穿孔による注入接着方法の
例を示す要部正面図である。
FIG. 13 is a main part front view showing an example of a conventional injection bonding method using perforated tile joints.

【図14】従来の補修方法の第1例を示す要部断面図で
ある。
FIG. 14 is a sectional view of a main part showing a first example of a conventional repair method.

【図15】従来の補修方法の第2例を示す要部断面図で
ある。
FIG. 15 is a sectional view of a main part showing a second example of the conventional repairing method.

【図16】従来の補修方法の第3例を示す要部断面図で
ある。
FIG. 16 is a sectional view of a main part showing a third example of the conventional repair method.

【図17】従来の補修方法の第3例を示す要部断面図で
ある。
FIG. 17 is a sectional view of a main part showing a third example of a conventional repairing method.

【図18】従来のタイル面穿孔による注入接着方法の例
を示す要部正面図である。
FIG. 18 is a front view of an essential part showing an example of a conventional injection bonding method by perforating a tile surface.

【図19】従来の補修方法の第4例を示す要部断面図で
ある。
FIG. 19 is a cross-sectional view of a principal part showing a fourth example of a conventional repair method.

【図20】従来の補修方法の第5例を示す要部断面図で
ある。
FIG. 20 is a sectional view of a main part showing a fifth example of a conventional repairing method.

【符号の説明】[Explanation of symbols]

1 中空部材 3 係止爪 4 切割 7 おねじ部材 8 押え板 DESCRIPTION OF SYMBOLS 1 Hollow member 3 Locking claw 4 Split 7 Male screw member 8 Press plate

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建築物の構成面の一部に補修用の充填剤
を注入する際に使用される充填剤注入用アタチメントに
おいて、 中空部材の外方端部に接続部を、内方端部に軸線方向の
切割を有する複数個の係止爪を、および中間部に複数個
の注入口を設け、前記接続部に押え板を係合させ、前記
係止爪の内周面にめねじを刻設すると共に、このめねじ
におねじ部材を軸線方向移動可能に螺合させ、前記構成
面に設けた穿孔部に前記中空部材の内方側を挿入離脱可
能かつ前記押え板の内端面を前記構成面に当接離脱可能
に、および前記おねじ部材の軸線方向の移動により前記
係止爪を拡径縮径可能に形成し、前記おねじに充填剤注
入手段を着脱自在に設け、前記注入口を介して前記穿孔
部内に充填剤を注入可能に構成したことを特徴とする充
填剤注入用アタチメント。
1. A filler injecting attachment used for injecting a filler for repair into a part of a structural surface of a building, wherein a connecting portion is provided at an outer end of the hollow member, and an inner end is provided. A plurality of locking claws having a slit in the axial direction are provided, and a plurality of injection ports are provided in an intermediate portion, a holding plate is engaged with the connection portion, and a female screw is provided on an inner peripheral surface of the locking claw. At the same time, the screw member is screwed to the female screw so as to be movable in the axial direction, and the inner side of the hollow member can be inserted into and removed from the hole provided on the component surface, and the inner end surface of the holding plate can be removed. The engaging claw is formed so as to be capable of coming into contact with and detaching from the component surface, and the diameter of the locking claw is able to be increased and decreased by moving the male screw member in the axial direction. Filler injection characterized in that a filler can be injected into the perforated portion through an inlet. Atachimento.
【請求項2】 切割と注入口とを連続して一体に形成し
たことを特徴とする請求項1記載の充填剤注入用アタチ
メント。
2. The filler injection injection attachment according to claim 1, wherein the slit and the injection port are formed continuously and integrally.
JP8187497A 1996-07-17 1996-07-17 Attachment for injecting filler Pending JPH1030343A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8187497A JPH1030343A (en) 1996-07-17 1996-07-17 Attachment for injecting filler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8187497A JPH1030343A (en) 1996-07-17 1996-07-17 Attachment for injecting filler

Publications (1)

Publication Number Publication Date
JPH1030343A true JPH1030343A (en) 1998-02-03

Family

ID=16207104

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8187497A Pending JPH1030343A (en) 1996-07-17 1996-07-17 Attachment for injecting filler

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1154100A1 (en) * 2000-05-10 2001-11-14 Recherches et Etudes des Techniques Innovantes R.E.T.I. Method and apparatuses for renovating a floor
JP2008308926A (en) * 2007-06-15 2008-12-25 Fs Technical Corp Tile, anchor tile, unit tile, method for manually laying tile, prefabricated form method for tile, and prefabricated pc-plate method for tile
JP2013057220A (en) * 2011-09-09 2013-03-28 Konishi Co Ltd Adhesive injection apparatus
JP2018091027A (en) * 2016-12-01 2018-06-14 ハタコー産業株式会社 Repair device for tile blistering and method for repairing tile blistering
JP2020133188A (en) * 2019-02-18 2020-08-31 修 榎本 Cap for anchor pin

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1154100A1 (en) * 2000-05-10 2001-11-14 Recherches et Etudes des Techniques Innovantes R.E.T.I. Method and apparatuses for renovating a floor
FR2808827A1 (en) * 2000-05-10 2001-11-16 R E T I METHOD AND DEVICE FOR REHABILITATION OF A COATING
JP2008308926A (en) * 2007-06-15 2008-12-25 Fs Technical Corp Tile, anchor tile, unit tile, method for manually laying tile, prefabricated form method for tile, and prefabricated pc-plate method for tile
JP2013057220A (en) * 2011-09-09 2013-03-28 Konishi Co Ltd Adhesive injection apparatus
JP2018091027A (en) * 2016-12-01 2018-06-14 ハタコー産業株式会社 Repair device for tile blistering and method for repairing tile blistering
JP2020133188A (en) * 2019-02-18 2020-08-31 修 榎本 Cap for anchor pin

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