JP2000297539A - Repair construction method for floating part of wall or the like - Google Patents

Repair construction method for floating part of wall or the like

Info

Publication number
JP2000297539A
JP2000297539A JP11108142A JP10814299A JP2000297539A JP 2000297539 A JP2000297539 A JP 2000297539A JP 11108142 A JP11108142 A JP 11108142A JP 10814299 A JP10814299 A JP 10814299A JP 2000297539 A JP2000297539 A JP 2000297539A
Authority
JP
Japan
Prior art keywords
adhesive
floating portion
floating
wall
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
JP11108142A
Other languages
Japanese (ja)
Inventor
Yuuji Kuriaki
裕次 栗秋
Atsushi Takahira
敦史 高平
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.)
Inax Corp
Original Assignee
Inax Corp
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 Inax Corp filed Critical Inax Corp
Priority to JP11108142A priority Critical patent/JP2000297539A/en
Publication of JP2000297539A publication Critical patent/JP2000297539A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To repair a floating part rapidly. SOLUTION: A valve 7a of an injection nozzle 7 is closed, a valve 6a of a suction nozzle 6 is opened, and the inside of a space part S at a floating part 5 of a wall is sucked by the suction nozzle 6. Then, the thickness of the space part S at the floating part 5 is measured. After suction is stopped, the valve 7a is opened with the valve 6a kept open, and adhesive agent 9 of an amount calculated based on the thickness of the space part S and the area of the floating part 5 is injected from the injection nozzle 7. After injection, the inside of the space part S is sucked again with the suction nozzle 6 so as to distribute the adhesive agent 9 evenly through the entire surface of the space part S. Tile joints are sealed through air-tight layer 8 beforehand. Such a state is maintained until a curing time for the adhesive agent 9 is passed. After the adhesive agent 9 is cured, the nozzles 6 and 7 are removed, the holes are buried, and the air-tight layer 8 is removed.

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、建物の内外壁又は
床等の浮き部に対して接着剤を充填し、補修するするよ
うにした浮き部の補修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 repairing a floating portion such that the floating portion such as an inner or outer wall of a building or a floor is filled with an adhesive and repaired.

【0002】[0002]

【従来の技術】建物の躯体構造物にあっては、気温の変
化等によって構造物の全体が熱膨張収縮を繰り返し、建
築後、十数年を経過したりすると、内外壁又は床等が躯
体構造物から界面剥離し、いわゆる浮きとなる現象が発
生することがある。このような浮きの現象は、例えば、
外壁の場合には、タイル張付モルタルと下地モルタルと
の界面において、またタイル張付モルタルとコンクリー
トとの界面において発生する。浮きをそのまま放置する
とタイルの脱落等に至るおそれがあるので、浮きの発生
している部分の補修を行うことが必要である。
2. Description of the Related Art In a building structure of a building, the entire structure repeatedly undergoes thermal expansion and contraction due to a change in temperature or the like. There is a case where a phenomenon that a so-called floating phenomenon occurs due to interface separation from the structure. Such a phenomenon of floating, for example,
In the case of the outer wall, it occurs at the interface between the tile-attached mortar and the base mortar and at the interface between the tile-attached mortar and the concrete. If the floating is left as it is, there is a possibility that the tiles will fall off. Therefore, it is necessary to repair the portion where the floating occurs.

【0003】従来浮きの発生している部分(以下は、浮
き部という)の補修は、次の四つの方法で行われてい
る。
Conventionally, repair of a portion where a floating occurs (hereinafter referred to as a floating portion) is performed by the following four methods.

【0004】(A)浮き部に対して外部から穿孔し、そ
こに高粘度の接着剤を加圧注入して浮き部を接着する方
法。 (B)浮き部に対して外部から穿孔し、そこに高粘度の
接着剤を加圧注入して浮き部を接着すると共に、アンカ
ーを打ち込み補修する方法。 (C)浮き部に対して外部から穿孔し、一方側から吸引
すると共に他方側から高粘度の接着剤を加圧注入し、浮
き部を接着する方法(特公平4−18103号公報、特
開平7−238689号公報、実用新案登録第3024
531号公報)。 (D)浮き部の全面を剥離除去し、以前と同じ仕上げ層
を形成する方法。
(A) A method of perforating a floating portion from the outside, and injecting a high-viscosity adhesive under pressure into the floating portion to bond the floating portion. (B) A method of perforating the floating portion from the outside, injecting a high-viscosity adhesive under pressure into the floating portion, bonding the floating portion, and driving and repairing the anchor. (C) A method of perforating the floating portion from the outside, suctioning from one side and injecting a high-viscosity adhesive from the other side under pressure to adhere the floating portion (Japanese Patent Publication No. 4-18103, 7-238689, Utility Model Registration No. 3024
No. 531). (D) A method of peeling and removing the entire surface of the floating portion to form the same finishing layer as before.

【0005】[0005]

【発明が解決しようとする課題】ところが、前記(A)
の方法にあっては、高粘度の接着剤を高圧で注入するた
め、界面剥離を助長し、浮き部が膨らんだり、浮き部の
拡大を発生させるという問題があった。また前記(B)
の方法にあっては、タイルを貫通してアンカーを留め付
けるため、アンカーの頭部が外部から見える等の意匠上
の問題があった。更に、前記(C)の方法にあっては、
前述した公報に記載された技術等の多数の提案がある
が、いずれも加圧と吸入との圧力のバランス等が悪く、
実施に至っていないのが現状である。即ち、吸引と加圧
とを同時に行う場合、吸引圧により、浮き部が躯体構造
物に対して密着し、接着剤の注入が難しい。更にまた、
前記(D)の方法にあっては、浮き部の壁面を剥離除去
する工事と、新たに仕上げ層を形成する工事とが必要で
あり、しかも湿式で行うので工事が長期化するという欠
点と、産業廃棄物が大量に産出されるという欠点とがあ
った。
However, the above (A)
In the method (1), since a high-viscosity adhesive is injected at a high pressure, there is a problem that interface separation is promoted, and the floating portion expands or the floating portion expands. The above (B)
In the method of (1), since the anchor is fastened by penetrating the tile, there is a problem in design such that the head of the anchor is visible from the outside. Further, in the method (C),
There are many proposals such as the technology described in the above-mentioned publications, but all have poor balance of pressure between pressurization and suction,
It has not been implemented yet. That is, when performing suction and pressurization at the same time, the suction pressure causes the floating portion to come into close contact with the frame structure, making it difficult to inject the adhesive. Furthermore,
In the method (D), the work of peeling and removing the wall surface of the floating portion and the work of newly forming a finishing layer are necessary, and the work is performed by a wet method, so that the work is prolonged. There is a drawback that a large amount of industrial waste is produced.

【0006】本発明は従来の前記課題に鑑みてこれを改
良除去したものであって、吸引と注入とを浮き部の状況
に応じて適切に行うことで、浮き部の確実な補修を可能
とする壁等の浮き部の補修工法を提供することを目的と
する。
SUMMARY OF THE INVENTION The present invention has been improved and removed in view of the above-mentioned problems, and it is possible to reliably repair the floating portion by appropriately performing suction and injection according to the condition of the floating portion. It is an object of the present invention to provide a method of repairing a floating portion of a wall or the like.

【0007】[0007]

【課題を解決するための手段】本発明の壁等の浮き部の
補修工法は、壁等の浮き部の空隙部に対して接着剤を注
入する壁等の浮き部の補修工法において、該浮き部の上
部及び下部にそれぞれ孔を設け、下部の孔から接着剤を
加圧注入し、次いで上部の孔から吸引を施して空隙部内
の接着剤を空隙部内に広げることを特徴とするものであ
る。
The method of repairing a floating portion of a wall or the like according to the present invention is directed to a method of repairing a floating portion of a wall or the like by injecting an adhesive into a gap of the floating portion of a wall or the like. A hole is provided in each of the upper and lower portions of the portion, an adhesive is injected under pressure from the lower hole, and then suction is performed from the upper hole to spread the adhesive in the gap into the gap. .

【0008】かかる本発明方法によると、下部の孔から
空隙部内に接着剤を注入する場合、該浮き部の上部の孔
を介して該空隙部内が大気に連通しているので、空隙部
内に接着剤が圧入されても空隙部が拡大する(膨れる)
ことがない。
According to the method of the present invention, when the adhesive is injected into the gap from the lower hole, the inside of the gap communicates with the atmosphere through the upper hole of the floating portion, so that the adhesive is injected into the gap. Even if the agent is pressed in, the gap expands (swells)
Nothing.

【0009】本発明にあっては、浮き部の下部の孔から
接着剤を加圧注入し、次いで上部の孔から吸引を施して
空隙部内の接着剤を空隙部内に広げるので、接着剤を空
隙部内に十分に広げることができる。なお、この場合、
注入用の孔の周囲に接着剤注入用ノズル付きのパッドを
当てると共に該ノズルを該注入用の孔に差し込むように
しても良い。
According to the present invention, the adhesive is injected under pressure from the lower hole of the floating portion, and then the adhesive is spread from the upper hole to spread the adhesive in the void into the void. It can be spread sufficiently inside the department. In this case,
A pad with an adhesive injection nozzle may be applied around the hole for injection, and the nozzle may be inserted into the hole for injection.

【0010】本発明においては、空隙部からの空気の吸
引に伴なって生じる浮き部の後退量を求め、この後退量
に応じた量の接着剤を空隙部に注入するようにしても良
い。
In the present invention, the amount of retreat of the floating portion caused by the suction of air from the gap may be determined, and an amount of adhesive corresponding to the retreat may be injected into the gap.

【0011】本発明において用いる接着剤は粘度が50
0cP以下であり、且つ硬化時間が30分以内の速硬性
のものが好ましい。
The adhesive used in the present invention has a viscosity of 50.
A fast-curing material having a hardening time of 0 cP or less and a curing time of 30 minutes or less is preferable.

【0012】本発明では、注入後の吸引を接着剤が硬化
するまで継続することで、接着剤の沈下や時間短縮が図
れ、効果が最大限に発揮される。
In the present invention, the suction after the injection is continued until the adhesive is cured, so that the adhesive can be settled and the time can be shortened, and the effect is maximized.

【0013】本発明では、接着剤を過剰に空隙部に注入
したときに吸い戻す機能を有した注入手段によって接着
剤を空隙部に注入するようにしても良い。
In the present invention, the adhesive may be injected into the gap by an injection means having a function of sucking back when the adhesive is excessively injected into the gap.

【0014】本発明方法においては、浮き部の前面に剥
離可能な気密層を形成しておき、吸引及び接着剤注入工
程において空隙部内の空気が漏入することを防止するの
が好ましい。この気密層は、補修終了後に剥せばよい。
In the method of the present invention, it is preferable that a peelable airtight layer is formed on the front surface of the floating portion so as to prevent air in the gap from leaking in the suction and adhesive injection steps. This airtight layer may be peeled off after the repair is completed.

【0015】[0015]

【発明の実施の形態】以下に、本発明の構成を図面に示
す発明の実施の形態に基づいて説明する。図1は本発明
の一実施の形態に係る補修工法の途中を示すタイル壁面
の縦断面図である。なお、図1は模式的なものであり、
空隙部Sの間隔が拡大されて図示されている。実際の空
隙部Sの間隔は空隙面積及び壁面の剛性によって異なる
が、概ね0.5mm前後程度である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The configuration of the present invention will be described below based on the embodiments of the invention shown in the drawings. FIG. 1 is a vertical cross-sectional view of a tile wall surface in the middle of a repair method according to an embodiment of the present invention. FIG. 1 is a schematic diagram.
The gaps S are illustrated in an enlarged manner. The actual spacing of the gaps S depends on the gap area and the rigidity of the wall surface, but is about 0.5 mm.

【0016】本実施の形態にあっては、先ず、タイル壁
面1のタイル2及び張付モルタル10が建物躯体3の下
地モルタル4から剥離した部分(浮き部5)を探傷し、
その浮き部5の存在領域を測定する。測定は打診用テス
トハンマーによる診断や赤外線診断法、超音波診断法等
を利用して行う。この測定の結果、浮き部の面積が2m
2を超えると判断される場合には、浮き部5の全体を剥
離除去して新たに同じタイル壁面1を構築する方が効率
的である。これは壁面全体に占める剥離面積が大きく、
張り替えに要する施工性及び経済性が向上するためであ
る。
In the present embodiment, first, a portion (floating portion 5) of the tile 2 on the tile wall surface 1 and the mortar 10 stuck from the base mortar 4 of the building frame 3 is detected by flaw detection.
The area where the floating portion 5 exists is measured. The measurement is performed using a diagnosis by a percussion test hammer, an infrared diagnostic method, an ultrasonic diagnostic method, or the like. As a result of this measurement, the area of the floating portion was 2 m
If it is determined that the number exceeds 2 , it is more efficient to peel off and remove the entire floating portion 5 to newly construct the same tile wall surface 1. This is because the peeling area occupying the whole wall is large,
This is because the workability and economical efficiency required for the replacement are improved.

【0017】従って、この実施の形態では、浮き部5の
面積が2m2を下回る比較的小さい箇所の補修を対象と
する。
Therefore, in this embodiment, repair of a relatively small portion where the area of the floating portion 5 is less than 2 m 2 is targeted.

【0018】浮き部5の面積を測定した後は、効率の良
い接着剤の注入が行える加圧及び吸引の箇所を設定す
る。
After the area of the floating portion 5 is measured, pressurizing and suctioning points where efficient adhesive injection can be performed are set.

【0019】次に、この設定した吸引箇所と加圧箇所の
タイル2の目地部に穿孔を行う。この穿孔を行うドリル
は、浮き部5を振動で崩解させないようにするため、振
動の小さいものを用いる。ドリルの冷却には、浮き部5
の空隙部S内に滞留することのない空気又はアルコール
を用いるのが好ましい。また、空隙部内に粉塵を入れな
いようにダスト吸引式のドリルを用いるのが好ましい。
Next, perforations are made in the joints of the tile 2 at the set suction location and pressurization location. As the drill for performing this drilling, a drill having a small vibration is used in order to prevent the floating portion 5 from being disintegrated by vibration. Floating part 5 for drill cooling
It is preferable to use air or alcohol that does not stay in the void S. Further, it is preferable to use a drill of a dust suction type so as to prevent dust from entering the gap.

【0020】穿孔後、一方の孔に吸引ノズル6を取り付
け、他方の孔に注入ノズル7を取り付ける。ノズル6,
7には弁6a,7aが設けられている。吸引ノズル6を
真空ポンプ(図示せず)に接続し、注入ノズル7を接着
剤の加圧注入装置(図示せず)へ連通接続する。
After drilling, the suction nozzle 6 is attached to one hole, and the injection nozzle 7 is attached to the other hole. Nozzle 6,
7 is provided with valves 6a and 7a. The suction nozzle 6 is connected to a vacuum pump (not shown), and the injection nozzle 7 is connected to an adhesive pressure injection device (not shown).

【0021】次いで、又はこれに先立って、前記浮き部
5の表面領域及びその周囲に、樹脂系材料ゴムラテック
スやストリッパブルペイントを塗付して気密層8を形成
する。この気密層8はエアー漏れと接着剤9の漏れを防
止する。ストリッパブルペイントとしては、ビニル系樹
脂、アセチルセルロース、合成ゴムラテックス等が公知
であり、これらの材料は、使用後に塗膜を容易に剥離除
去することが可能である。なお、この気密層8はタイル
2の目地部を覆うように設ければ足り、浮き部5の全面
に形成する必要はない。
Next, or prior to this, an airtight layer 8 is formed by applying a resin-based material rubber latex or strippable paint to the surface region of the floating portion 5 and the periphery thereof. The airtight layer 8 prevents air leakage and leakage of the adhesive 9. As the strippable paint, vinyl resins, acetylcellulose, synthetic rubber latex, and the like are known, and these materials can easily remove the coating film after use. It is sufficient if the airtight layer 8 is provided so as to cover the joints of the tile 2, and it is not necessary to form the airtight layer 8 on the entire surface of the floating portion 5.

【0022】然る後、浮き部の後退量を計測するための
計測器を設置し、弁6aを開、弁7aを閉とし、ノズル
6から空隙部S内の吸引を行う。これにより、浮き部5
が下地モルタル4に密着する。この時、計測器から空隙
部Sの厚さを求める。その後、吸引を停止する。なお、
弁6aは開放のままとしておく。
Thereafter, a measuring device for measuring the retreat amount of the floating portion is installed, the valve 6a is opened, the valve 7a is closed, and suction from the nozzle 6 into the gap S is performed. Thereby, the floating portion 5
Adhere to the underlying mortar 4. At this time, the thickness of the gap S is obtained from the measuring instrument. Thereafter, the suction is stopped. In addition,
Valve 6a is left open.

【0023】次に、弁7aを開とすると共に、加圧注入
装置を作動させ、ノズル7から接着剤9を加圧注入し、
空隙部Sに接着剤9を充填する。
Next, the valve 7a is opened and the pressure injection device is operated to inject the adhesive 9 from the nozzle 7 under pressure.
The gap 9 is filled with the adhesive 9.

【0024】この場合、空隙部S内が開放状態になって
いるから、接着剤9は空隙部Sを拡げることなく空隙部
S内に入り込む。なお、この注入工程においてもノズル
6からの吸引を継続した場合には、浮き部5が下地モル
タル4に密着してしまい、接着剤が空隙部S内に広がり
にくい。これに対し、注入工程において吸引を停止して
おくと、上記の通り、注入された接着剤が空隙部S内に
広く広がり、注入がスムーズに行なわれる。
In this case, since the space S is open, the adhesive 9 enters the space S without expanding the space S. If the suction from the nozzle 6 is continued also in this injection step, the floating portion 5 comes into close contact with the base mortar 4, and the adhesive hardly spreads in the void S. On the other hand, if the suction is stopped in the injection step, the injected adhesive spreads widely in the gap S as described above, and the injection is performed smoothly.

【0025】この接着剤は粘度が500cP以下であ
り、且つ硬化時間が30分以内の速硬性のものが好まし
い。このようなものとしては、例えば、JIS A60
24のエポキシ系接着剤やアクリル系接着剤を用いるこ
とができる。なお、気温や壁面の温度によって硬化時間
が変わるため、接着剤としては、混合比によって或いは
硬化助剤によって硬化時間を調整できるものが好まし
い。
The adhesive preferably has a viscosity of 500 cP or less and has a hardening time of 30 minutes or less. For example, JIS A60
24 epoxy-based adhesives or acrylic-based adhesives can be used. Since the curing time varies depending on the air temperature and the temperature of the wall surface, it is preferable to use an adhesive whose curing time can be adjusted by a mixing ratio or a curing aid.

【0026】下側の注入ノズル7から空隙部S内へ注入
された接着剤9は、低粘度であるため空隙部S内の下部
に溜まる。この接着剤の注入後には、弁7aを閉とする
と共に、真空ポンプを作動させて空隙部S内を吸引す
る。これにより、浮き部5が下地モルタル4に向かって
引き付けられ、接着剤9が空隙部S内のほぼ全域に押し
広げられる。なお、接着剤が若干余分に注入されたとき
には、余分な接着剤は吸引ノズル6、もしくは弁7aを
開とした後、吸い戻し機能を作動させてノズル7から吸
引排出される。
The adhesive 9 injected into the gap S from the lower injection nozzle 7 has a low viscosity and accumulates in the lower portion of the gap S. After the injection of the adhesive, the valve 7a is closed, and the vacuum pump is operated to suck the inside of the gap S. As a result, the floating portion 5 is attracted toward the base mortar 4, and the adhesive 9 is spread over almost the entire area of the void S. When a small amount of the adhesive is injected, the excess adhesive is sucked and discharged from the nozzle 7 by opening the suction nozzle 6 or the valve 7a and then operating the suction-back function.

【0027】接着剤9が硬化するまでこの吸引状態を保
ち、接着剤9の硬化時間が経過した後、ノズル6及び7
を取り外してその穿孔跡を閉塞し、またストリッパブル
ペイント等の気密層8を剥離除去する。この補修工事に
より、建物躯体3の下地モルタル4から界面剥離した浮
き部5のタイル2は、接着剤9によって下地モルタル4
と再び一体化される。
This suction state is maintained until the adhesive 9 is cured, and after the curing time of the adhesive 9 has elapsed, the nozzles 6 and 7
Is removed to close the perforation mark, and the airtight layer 8 such as strippable paint is peeled off. As a result of this repair work, the tiles 2 of the floating portions 5 separated from the base mortar 4 of the building frame 3 by the adhesive 9 are bonded to the base mortar 4 by the adhesive 9.
Is integrated again.

【0028】なお、上記の真空ポンプとしては、8kP
aよりも高真空度まで吸引できるものが好ましい。この
真空ポンプの手前側には、余分な接着剤がポンプ内に吸
込まれないようにするための切り替えコックや接着剤の
受け皿などを設けるのが好ましい。
The above-mentioned vacuum pump is 8 kP
Those capable of sucking up to a degree of vacuum higher than a are preferable. It is preferable to provide a switching cock for preventing excess adhesive from being sucked into the pump, a tray for receiving adhesive, and the like, on the front side of the vacuum pump.

【0029】上記の補修工法において、接着剤の注入量
は例えば次のようにして概算することができる。
In the above repair method, the amount of the injected adhesive can be roughly estimated, for example, as follows.

【0030】即ち、ノズル6,7をセットすると共に、
気密層8を形成した後、弁7aを閉、弁6aを開とし、
真空ポンプを作動させて空隙部S内を吸引する。そうす
ると、浮き部5は下地モルタル4に密着し、浮き部5が
後退する。この浮き部5の後退量を計測し、この後退量
と空隙部Sの存在領域の面積(これは最初の浮き部5の
探傷により分っている。)とから空隙部Sの容積が概算
される。この空隙部Sの容積もしくはそれよりも若干多
い量を接着剤の注入量とする。
That is, while setting the nozzles 6 and 7,
After forming the airtight layer 8, the valve 7a is closed and the valve 6a is opened,
The inside of the gap S is sucked by operating the vacuum pump. Then, the floating portion 5 comes into close contact with the base mortar 4, and the floating portion 5 retreats. The amount of retreat of the floating portion 5 is measured, and the volume of the void portion S is roughly estimated from the amount of retreat and the area of the existing region of the void portion S (this is known by flaw detection of the first floating portion 5). You. The volume of the gap S or a slightly larger volume is defined as the injection amount of the adhesive.

【0031】ノズル6,7を浮き部5の孔に差し込んだ
後、ノズル6,7の周囲と孔内周との間をシールする必
要があるが、このためには、ノズル6,7が中心部に挿
通されたパッドを用いても良い。このパッドをタイル壁
面の前面に密着させる。
After inserting the nozzles 6 and 7 into the holes of the floating portion 5, it is necessary to seal between the periphery of the nozzles 6 and 7 and the inner periphery of the hole. A pad inserted into the portion may be used. This pad is brought into close contact with the front surface of the tile wall.

【0032】上記の接着剤の注入装置としては、ゴム、
バネ又は圧搾空気による復元力によって接着剤が注入さ
れるものであって、加圧調整及び加圧速度を調整できる
ものが好ましい。また、グリスポンプやエア式の圧送ポ
ンプを用いても良い。この注入装置は、余分に接着剤が
注入された際にこれを吸い戻す機構を有することが望ま
しい。
As the above-mentioned adhesive injecting device, rubber,
It is preferable that the adhesive is injected by a restoring force of a spring or compressed air, and that the pressure adjustment and the pressure speed can be adjusted. Further, a grease pump or an air-type pressure pump may be used. It is desirable that the injection device has a mechanism for sucking back excess adhesive when it is injected.

【0033】なお、万一の接着不良に備え、アンカーピ
ンを併用しても良い。このアンカーピンとしては、注入
口付きアンカーピンよりも安価な芯棒付きアンカーがよ
い。このアンカーの取付は、接着剤を注入した後、接着
剤を併用して行うのが好ましい。
Incidentally, an anchor pin may be used in combination in case of poor adhesion. As this anchor pin, an anchor with a core rod, which is cheaper than an anchor pin with an inlet, is preferable. It is preferable to attach the anchor after injecting the adhesive and using the adhesive together.

【0034】ところで、本発明は上述した実施の形態に
限定されるものではなく、適宜の変更が可能である。例
えば、上記実施の形態ではタイル壁面1の場合を説明し
たが、これは外壁及び内壁を含み、また床の場合であっ
ても同様である。また壁面、床等はタイル以外の仕上げ
材によって形成されるものであっても同様である。
By the way, the present invention is not limited to the above-described embodiment, and can be appropriately changed. For example, in the above-described embodiment, the case of the tile wall surface 1 has been described, but this includes the outer wall and the inner wall, and the same applies to the case of the floor. The same applies to the case where the wall surface, floor, and the like are formed of a finishing material other than tiles.

【0035】[0035]

【発明の効果】以上説明したように、本発明の発明にあ
っては、壁等の浮き部の上部に空隙部を大気に連通する
孔を設け、浮き部の下部の孔から接着剤を注入するの
で、接着剤の注入によって浮き部の膨れや拡大を発生さ
せることがない。また、低粘度かつ速硬性ある接着剤を
注入し、その後、吸引を接着剤が硬化するまで継続する
ことにより、接着剤の沈下が防止されると共に、硬化の
ための養生が不要となり、工事の短縮・効率化が実現さ
れる。
As described above, according to the invention of the present invention, a hole is provided above a floating portion such as a wall so as to communicate with the atmosphere, and an adhesive is injected from a hole below the floating portion. Therefore, the floating portion does not swell or expand due to the injection of the adhesive. Also, by injecting a low-viscosity and fast-curing adhesive, and then continuing suction until the adhesive is cured, the adhesive is prevented from sinking and curing for curing is not required, and construction work is not required. Shortening and efficiency improvement are realized.

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

【図1】本発明の一実施の形態に係る工法を示すタイル
壁面の縦断面図である。
FIG. 1 is a vertical sectional view of a tile wall surface showing a construction method according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 タイル壁面 2 タイル 3 建物躯体 4 下地モルタル 5 浮き部 6,7 ノズル 8 気密層 9 接着剤 10 張付モルタル DESCRIPTION OF SYMBOLS 1 Tile wall surface 2 Tile 3 Building frame 4 Base mortar 5 Floating part 6,7 Nozzle 8 Airtight layer 9 Adhesive 10 Adhesive mortar

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 壁等の浮き部の空隙部に対して接着剤を
注入する壁等の浮き部の補修工法において、 該浮き部の上部及び下部にそれぞれ孔を設け、下部の孔
から接着剤を加圧注入し、次いで上部の孔から吸引を施
して空隙部内の接着剤を空隙部内に広げることを特徴と
する壁等の浮き部の補修工法。
1. A method for repairing a floating portion such as a wall, wherein an adhesive is injected into a void portion of the floating portion such as a wall, wherein holes are respectively provided at an upper portion and a lower portion of the floating portion. Repairing a floating portion such as a wall, characterized by injecting pressure into the cavity and then applying suction from the upper hole to spread the adhesive in the cavity into the cavity.
【請求項2】 請求項1において、注入用の孔の周囲に
接着剤注入用ノズル付きのパッドを当てると共に、該ノ
ズルを該注入用の孔に差し込むことを特徴とする壁等の
浮き部の補修工法。
2. A floating portion of a wall or the like according to claim 1, wherein a pad with an adhesive injection nozzle is applied around the hole for injection and the nozzle is inserted into the hole for injection. Repair method.
【請求項3】 請求項1又は2において、注入に先立
ち、空隙部内の空気を吸引し、この空気の吸引に伴なっ
て生じる浮き部の後退量を求め、この後退量に応じた量
の接着剤を空隙部に注入することを特徴とする壁等の浮
き部の補修工法。
3. The method according to claim 1, wherein, prior to the injection, air in the gap is suctioned, and a retreat amount of the floating portion caused by the suction of the air is obtained, and an amount of the adhesive corresponding to the retreat amount is determined. A method of repairing a floating portion such as a wall, characterized by injecting an agent into a void.
【請求項4】 請求項1ないし3のいずれか1項におい
て、接着剤は粘度が500cP以下であり、且つ硬化時
間が30分以内の速硬性であることを特徴とする壁等の
浮き部の補修工法。
4. The floating part of a wall or the like according to claim 1, wherein the adhesive has a viscosity of 500 cP or less and a curing time of 30 minutes or less. Repair method.
【請求項5】 請求項1ないし4のいずれか1項におい
て、接着剤を過剰に空隙部に注入したときに吸い戻す機
能を有した注入手段によって接着剤を空隙部に注入する
ことを特徴とする壁等の浮き部の補修工法。
5. The method according to claim 1, wherein the adhesive is injected into the gap by an injection means having a function of sucking back the adhesive when the adhesive is excessively injected into the gap. Repair method for floating parts such as walls.
【請求項6】 請求項1ないし5のいずれか1項におい
て、注入後の吸引を接着剤が硬化するまで継続すること
を特徴とする壁等の浮き部の補修工法。
6. A method for repairing a floating portion such as a wall according to claim 1, wherein suction after injection is continued until the adhesive is cured.
JP11108142A 1999-04-15 1999-04-15 Repair construction method for floating part of wall or the like Pending JP2000297539A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11108142A JP2000297539A (en) 1999-04-15 1999-04-15 Repair construction method for floating part of wall or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11108142A JP2000297539A (en) 1999-04-15 1999-04-15 Repair construction method for floating part of wall or the like

Publications (1)

Publication Number Publication Date
JP2000297539A true JP2000297539A (en) 2000-10-24

Family

ID=14477011

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2000297539A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004027613A (en) * 2002-06-25 2004-01-29 Taisei Corp Reinforcing construction method for preventing separation
JP2009138370A (en) * 2007-12-04 2009-06-25 Yaguchi Giko:Kk Method for repairing rised tile
CN104847128A (en) * 2015-04-24 2015-08-19 深圳市苏勘岩土工程有限公司 Material-saving repair method for lifting and leveling floor and floor lifting structure
CN105133851A (en) * 2015-08-18 2015-12-09 深圳市苏勘岩土工程有限公司 Method for lifting, leveling and repairing terrace of soft soil foundation and lifting structure thereof
JP2017002682A (en) * 2015-06-16 2017-01-05 日鉄住金鋼板株式会社 Method of manufacturing panel
JP6148375B1 (en) * 2016-06-21 2017-06-14 株式会社ダイニチ Repair method for exterior wall finishing materials
JP2017227110A (en) * 2017-03-13 2017-12-28 株式会社ダイニチ Method of repairing exterior wall finishing material
JP2018197477A (en) * 2017-05-25 2018-12-13 日本樹脂施工協同組合 Floating repair method of outer wall with tiles direct-stuck thereon
CN111576773A (en) * 2020-06-03 2020-08-25 朱来英 Building external wall brick fixing structure and overhauling and reinforcing method
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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004027613A (en) * 2002-06-25 2004-01-29 Taisei Corp Reinforcing construction method for preventing separation
JP2009138370A (en) * 2007-12-04 2009-06-25 Yaguchi Giko:Kk Method for repairing rised tile
CN104847128A (en) * 2015-04-24 2015-08-19 深圳市苏勘岩土工程有限公司 Material-saving repair method for lifting and leveling floor and floor lifting structure
CN104847128B (en) * 2015-04-24 2017-03-01 深圳市苏勘岩土工程有限公司 A kind of terrace lifts leveling section material restorative procedure
JP2017002682A (en) * 2015-06-16 2017-01-05 日鉄住金鋼板株式会社 Method of manufacturing panel
CN105133851B (en) * 2015-08-18 2017-12-12 深圳市苏勘岩土工程有限公司 The method and its lift structure of terrace lifting leveling reparation on a kind of soft soil foundation
CN105133851A (en) * 2015-08-18 2015-12-09 深圳市苏勘岩土工程有限公司 Method for lifting, leveling and repairing terrace of soft soil foundation and lifting structure thereof
JP6148375B1 (en) * 2016-06-21 2017-06-14 株式会社ダイニチ Repair method for exterior wall finishing materials
JP2017227110A (en) * 2017-03-13 2017-12-28 株式会社ダイニチ Method of repairing exterior wall finishing material
JP2018197477A (en) * 2017-05-25 2018-12-13 日本樹脂施工協同組合 Floating repair method of outer wall with tiles direct-stuck thereon
CZ309366B6 (en) * 2020-03-18 2022-10-12 České vysoké učení technické v Praze Equipment for strengthening the surface and sub-surface layers of building masonry structures, in particular historical
CN111576773A (en) * 2020-06-03 2020-08-25 朱来英 Building external wall brick fixing structure and overhauling and reinforcing method
CN111576773B (en) * 2020-06-03 2021-08-20 泽庆建设工程有限公司 Building external wall brick fixing structure and overhauling and reinforcing method

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