JPH0512493B2 - - Google Patents

Info

Publication number
JPH0512493B2
JPH0512493B2 JP19665587A JP19665587A JPH0512493B2 JP H0512493 B2 JPH0512493 B2 JP H0512493B2 JP 19665587 A JP19665587 A JP 19665587A JP 19665587 A JP19665587 A JP 19665587A JP H0512493 B2 JPH0512493 B2 JP H0512493B2
Authority
JP
Japan
Prior art keywords
anchor
inorganic
driving
curing agent
silicate
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.)
Expired - Lifetime
Application number
JP19665587A
Other languages
Japanese (ja)
Other versions
JPS6439441A (en
Inventor
Takahisa Hatsutori
Yoshihira Oosone
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.)
Clion Co Ltd
Original Assignee
Onoda ALC 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 Onoda ALC Co Ltd filed Critical Onoda ALC Co Ltd
Priority to JP19665587A priority Critical patent/JPS6439441A/en
Publication of JPS6439441A publication Critical patent/JPS6439441A/en
Publication of JPH0512493B2 publication Critical patent/JPH0512493B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 イ 産業上の利用分野 本発明は、軽量気泡コンクリートパネル(以下
ALCパネルと称する)へのアンカー打ち込み工
法に関する。
[Detailed Description of the Invention] A. Field of Industrial Application The present invention relates to lightweight aerated concrete panels (hereinafter referred to as
Regarding the method of driving anchors into ALC panels (referred to as ALC panels).

ロ 従来技術 ALCパネルの表面を化粧板で覆つたり、その
化粧板或はALCパネルに対して住器や設備機器
を取り付けるためには、先ずALCパネルにアン
カーを打ち込み、そのアンカーを介して種々の部
材を取り付け固定させている。ところがALCパ
ネルは脆く強度不足気味であるため、無理やアン
カーを打ち込むとALCパネル自体を破損させて
しまうし、打ち込まれたアンカーに大きな応力が
加わると、ALCパネルのアンカーが打ち込まれ
ている周辺部分が崩れて引き抜き強度の低下を招
き、アンカーの脱落も起こり得る。
B. Prior art In order to cover the surface of an ALC panel with a decorative laminate or to attach household appliances or equipment to the laminate or ALC panel, anchors are first driven into the ALC panel, and various The members are attached and fixed. However, ALC panels are brittle and lack strength, so if you forcibly drive the anchors, the ALC panel itself will be damaged, and if a large stress is applied to the anchors, the surrounding areas of the ALC panel where the anchors are driven will break. The anchor may collapse, resulting in a decrease in pull-out strength, and the anchor may fall off.

そこで、従来は、樹脂系接着剤のカプセルをア
ンカーと一緒に打ち込み、そのカプセルを破壊し
て流出した樹脂系接着剤によりALCへ強固に接
着せしめる接着剤併用タイプのアンカーが用いら
れていた。
Therefore, in the past, an adhesive combination type anchor was used, in which a resin adhesive capsule was driven together with the anchor, the capsule was broken, and the resin adhesive that flowed out was used to firmly adhere to the ALC.

ハ 発明が解決しようとする問題点 接着剤併用タイプのアンカーは、接着剤の主成
分がエポキシ樹脂のため、耐火性及び耐久性に乏
しい。又ALCとエポキシ樹脂相互間の収縮率が
異なるため、湿度、温度差の影響で応力歪を生
じ、その歪によりアンカー打ち込み部に隙間がで
きてその隙間へ雨水等が侵入し、結露、凍結に起
因する二次被害も予想される。
C. Problems to be Solved by the Invention The adhesive combination type anchor has poor fire resistance and durability because the main component of the adhesive is epoxy resin. In addition, since the shrinkage rates of ALC and epoxy resin are different, stress and strain occur due to the effects of humidity and temperature differences, and this strain creates gaps in the anchor driving area, allowing rainwater to enter into the gaps, resulting in condensation and freezing. Secondary damage caused by this is also expected.

そして何よりもALCパネルは、初期において
弱アルカリ性であつたものが、年を経るにつれて
中性から酸性へと変化し、その炭酸化現象に伴つ
て中性化収縮が起こり、引つ張り応力が作用して
劣化の一途をたどる。よつて打ち込まれたアンカ
ーの保持力も年が経つにつれ次第に失われてしま
うのである。
Above all, ALC panels are weakly alkaline at the beginning, but over time they change from neutral to acidic, and as a result of the carbonation phenomenon, neutralization shrinkage occurs, and tensile stress acts on them. and continues to deteriorate. The holding power of a well-driven anchor gradually loses its holding power over time.

ニ 問題を解決するための手段 本考案は、脆いALCパネルへ強固に而もその
状態を半永久的に保つことのできるアンカー打ち
込み工法であつて、その構成は、軽量気泡コンク
リートパネルの所望部にアンカー埋め込み穴を形
成する穴あけ工程と、そのアンカー埋め込み穴へ
アルカリ金属水溶液を主成分とする無機質硬化剤
を注入又はそのアンカー埋め込み穴周辺部へ侵透
せしめる無機質硬化剤含浸工程と、その無機質硬
化剤が硬化する前に所定の手段により埋め込み穴
へアンカーを打ち込むアンカー打ち込み工程とか
ら成ることにある。
D. Means for solving the problem The present invention is a method of driving anchors into fragile ALC panels, which can be firmly maintained semi-permanently. A drilling step for forming an embedding hole, an inorganic hardening agent impregnation step for injecting an inorganic hardening agent mainly composed of an aqueous alkali metal solution into the anchor embedding hole or allowing it to penetrate into the periphery of the anchor embedding hole, and a step in which the inorganic hardening agent is The method comprises an anchor driving step of driving the anchor into the embedded hole by a predetermined means before hardening.

ホ 作用 無機質硬化剤がALCパネル内に含浸されると、
一時的に強度が低下してアンカー打ち込みに要す
る力が少なくなり、硬化すると強度は逆に増大し
て高い結合力が得られる。また無機質硬化剤が含
浸された部分はアルカリ性に改質され、劣化した
ALCパネルそれ自体の強度が回復されると共に、
アンカーの発錆防止、収率の一致、又塩害、凍害
対策にも効果がある。
E. Effect When the inorganic curing agent is impregnated into the ALC panel,
The strength temporarily decreases and the force required to drive the anchor decreases, but when it hardens, the strength increases and a high bonding force is obtained. In addition, the part impregnated with the inorganic curing agent was modified to be alkaline and deteriorated.
The strength of the ALC panel itself is restored, and
It is effective in preventing anchor rust, matching yields, and preventing salt damage and frost damage.

ヘ 実施例 図面は本発明に係るアンカー打ち込み工法の手
順を示したもので、先ずALCパネルMのアンカ
ー打ち込み部位へ、ドリル1によつてアンカーの
径より僅かに小なるアンカー埋め込み穴2を形成
する(第1図a図示)。次にそのアンカー埋め込
み穴2内へアルカリ金属水溶液を主成分とした無
機質硬化剤であるところの珪酸塩系水溶液3を注
入すると共に、アンカー埋め込み穴2の入り口周
りに塗布し(第1図b図示)、そのアンカー埋め
込み穴2の周辺部に含浸させる(第1図c図示)。
この無機質硬化剤含浸工程によつて、ALCパネ
ルMは水分を含んで強度が一時的に低下し、アン
カーが打ち込みやすい状態となる。そこでアンカ
ー埋め込み穴2内の珪酸塩系水溶液3が硬化を始
める前にアンカー4を打ち込み(第1図d図示)、
必要に応じて例えばネジの締め上げ力でスリーブ
4aを拡開させるなどの固定手段を働かせて珪酸
塩系水溶液3の硬化を待つ(第1図e図示)。珪
酸塩系水溶液3はアルカリ性で、ALC内への侵
透性に好適な低粘性のため、ALCの奥深くまで
浸透し、劣化したALCパネルを改質するには好
適である。珪酸塩系水溶液3が硬化すれば、アン
カー4はALCパネルMへ完全に固着されて引き
抜き強度は従来と比べて大幅に向上し、本実施例
においてはアンカーの引き抜き強度は2倍近くま
で引き上げられた。又打ち込まれたアンカーの周
囲がアルカリ質となるため、アンカーの金属部に
おける錆の発生や結露水の凍結が抑制されると共
に、ALCと無機質硬化剤との収縮率が略同程度
のため両者の結合性が高く、塩害地、環境汚染
地、凍害地でも耐久性を長期に亘り維持できるの
である。
F. Example The drawing shows the procedure of the anchor driving method according to the present invention. First, an anchor embedding hole 2 slightly smaller than the diameter of the anchor is formed at the anchor driving site of the ALC panel M using a drill 1. (Illustrated in Figure 1a). Next, a silicate-based aqueous solution 3, which is an inorganic curing agent mainly composed of an alkali metal aqueous solution, is injected into the anchor embedding hole 2, and applied around the entrance of the anchor embedding hole 2 (as shown in Figure 1b). ) is impregnated into the periphery of the anchor embedding hole 2 (as shown in FIG. 1c).
Through this inorganic curing agent impregnation step, the ALC panel M contains moisture and its strength is temporarily reduced, making it easier to drive anchors into it. Therefore, before the silicate-based aqueous solution 3 in the anchor embedding hole 2 begins to harden, the anchor 4 is driven in (as shown in Figure 1d).
If necessary, a fixing means such as expanding the sleeve 4a by tightening a screw is used to wait for the silicate-based aqueous solution 3 to harden (as shown in FIG. 1e). The silicate-based aqueous solution 3 is alkaline and has a low viscosity suitable for penetrating into the ALC, so it is suitable for penetrating deep into the ALC and reforming a deteriorated ALC panel. When the silicate-based aqueous solution 3 hardens, the anchor 4 is completely fixed to the ALC panel M, and the pull-out strength is greatly improved compared to the conventional one, and in this example, the pull-out strength of the anchor is nearly doubled. Ta. In addition, since the area around the driven anchor becomes alkaline, the formation of rust on the metal part of the anchor and the freezing of condensed water are suppressed, and the shrinkage rates of ALC and inorganic hardener are approximately the same, so both It has high binding properties and can maintain its durability for a long period of time even in salt-damaged, environmentally polluted, and frost-damaged areas.

アンカーの打ち込み固定が完了したら、例えば
そのアンカー4にアングル材5を取り付け、その
取り付けられたアングル材5を介して種々の器
材、例えば化粧板5aを取り付ける。
After the anchor is driven and fixed, for example, an angle member 5 is attached to the anchor 4, and various equipment such as a decorative board 5a is attached via the attached angle member 5.

尚本実施例では、無機質硬化剤の主成分である
アルカリ珪酸水溶液として珪酸塩水溶液を使用し
たが、その珪酸塩には珪酸リチウム、珪酸カリウ
ム、珪酸ナトリウム、珪酸カルシウム等があつ
て、それらのいずれか又は複数の混合物を用いた
り珪酸塩系以外を使用することもできる。又アン
カーの打ち込みは、無機質硬化剤の硬化する前で
あれば、無機質硬化剤の含浸工程前後を問うもの
でなく、先割れ型の雌ねじアンカー4′にあつて
は、アンカー埋め込み穴2が浅く打ち込み量は深
いため、打ち込まれたアンカー2の先端部まで無
機質硬化剤を注入、含浸させるためには、先にア
ンカー4′を打ち込んでおいてアンカー埋め込み
穴2の側方よりそのアンカー埋め込み穴2の底部
或はその延長上の部位へ向けてバイパス孔6を穿
ち、そのバイパス孔6にノズル7を挿通して無機
質硬化剤を注入すると効果的である(第3図)。
In this example, a silicate aqueous solution was used as the alkali silicate aqueous solution which is the main component of the inorganic curing agent, but the silicate includes lithium silicate, potassium silicate, sodium silicate, calcium silicate, etc. Alternatively, a mixture of a plurality of them may be used, or materials other than silicates may be used. In addition, the anchor can be driven in before or after the inorganic hardening agent impregnation process, as long as it is before the inorganic hardening agent hardens.In the case of a split-tip female threaded anchor 4', the anchor embedding hole 2 should be driven shallowly. Since the amount is deep, in order to inject and impregnate the tip of the anchor 2 with the inorganic curing agent, first drive the anchor 4' and then pour the inorganic curing agent into the anchor embedding hole 2 from the side of the anchor embedding hole 2. It is effective to drill a bypass hole 6 toward the bottom or an extension thereof, insert a nozzle 7 into the bypass hole 6, and inject the inorganic curing agent (FIG. 3).

ト 効果 本発明によれば、無機質硬化剤の含浸作用によ
りALCの強度が一時的に低下して軽い打ち込み
力でアンカーを深くまで打ち込めるから、アンカ
ー打ち込み時にALCパネルに強い衝撃を与えな
いと共に、無機質硬化剤の含浸部分がアルカリ化
され、強度の増強が図られる。そしてアンカーは
無機質硬化剤が硬化して摩擦力が増大することに
より強固に固定され、塩害地、環境汚染地、凍害
地いずれの地においても安定した結合力を長期間
維持でき、その実益は多大である。
Effects According to the present invention, the strength of the ALC is temporarily reduced due to the impregnating action of the inorganic curing agent, and the anchor can be driven deep with a light driving force. The part impregnated with the curing agent is alkalized and its strength is increased. The anchor is firmly fixed as the inorganic curing agent hardens and the frictional force increases, allowing it to maintain stable bonding force for a long period of time in salt-damaged, environmentally polluted, or frost-damaged areas. It is.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明に係るアンカー打ち込み工法の実
施例を示したもので、第1図a〜第1図eは作業
手順の説明図、第2図は打ち込まれたアンカーを
利用して化粧板を取り付けた状態の説明図、第3
図は無機質硬化剤の注入変更例を示す説明図であ
る。 1……ドリル、2……アンカー埋め込み穴、3
……珪酸塩系水溶液、4,4′……アンカー、4
a……スリーブ、5……アングル材、6……連通
孔、7……ノズル、M……ALCパネル。
The drawings show an embodiment of the anchor driving method according to the present invention, and Figures 1a to 1e are explanatory diagrams of the work procedure, and Figure 2 shows how to install a decorative board using the driven anchors. Explanatory diagram of the condition, 3rd
The figure is an explanatory diagram showing an example of changing the injection of an inorganic curing agent. 1...Drill, 2...Anchor embedding hole, 3
...Silicate-based aqueous solution, 4,4'...Anchor, 4
a...Sleeve, 5...Angle material, 6...Communication hole, 7...Nozzle, M...ALC panel.

Claims (1)

【特許請求の範囲】 1 軽量気泡コンクリートパネルの所望部にアン
カー埋め込み穴を形成する穴あけ工程と、そのア
ンカー埋め込み穴へアルカリ金属水溶液を主成分
とする無機質硬化剤を注入又はそのアンカー埋め
込み穴周辺部へ侵透せしめる無機質硬化剤含浸工
程と、その無機質硬化剤が硬化する前に所定の手
段により埋め込み穴へアンカーを打ち込むアンカ
ー打ち込み工程とから成ることを特徴とする軽量
気泡コンクリートパネルへのアンカー打ち込み工
法。 2 前記無機質硬化剤が、珪酸塩系水溶液である
特許請求の範囲第1項に記載の軽量気泡コンクリ
ートパネルへのアンカー打ち込み工法。
[Scope of Claims] 1. A drilling step of forming anchor embedding holes in a desired part of a lightweight cellular concrete panel, and injecting an inorganic curing agent mainly composed of an aqueous alkali metal solution into the anchor embedding holes or the area around the anchor embedding holes. A method for driving anchors into lightweight aerated concrete panels, which comprises: an impregnating step with an inorganic hardening agent, and an anchor driving step, in which the anchor is driven into the embedded hole by a predetermined method before the inorganic hardening agent hardens. . 2. The method for driving an anchor into a lightweight cellular concrete panel according to claim 1, wherein the inorganic curing agent is a silicate-based aqueous solution.
JP19665587A 1987-08-06 1987-08-06 Construction method for driving anchor in lightweight aerated concrete panel Granted JPS6439441A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19665587A JPS6439441A (en) 1987-08-06 1987-08-06 Construction method for driving anchor in lightweight aerated concrete panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19665587A JPS6439441A (en) 1987-08-06 1987-08-06 Construction method for driving anchor in lightweight aerated concrete panel

Publications (2)

Publication Number Publication Date
JPS6439441A JPS6439441A (en) 1989-02-09
JPH0512493B2 true JPH0512493B2 (en) 1993-02-18

Family

ID=16361390

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19665587A Granted JPS6439441A (en) 1987-08-06 1987-08-06 Construction method for driving anchor in lightweight aerated concrete panel

Country Status (1)

Country Link
JP (1) JPS6439441A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4888964B2 (en) * 2006-10-31 2012-02-29 クリオン株式会社 Expansion anchor fixing method

Also Published As

Publication number Publication date
JPS6439441A (en) 1989-02-09

Similar Documents

Publication Publication Date Title
JP3604144B2 (en) Connector rod with high thermal insulation, its manufacturing method and application to composite wall with high thermal insulation
US6138981A (en) Insulating connectors used to retain forms during the manufacture of composite wall structures
JPH0512493B2 (en)
JP6985717B2 (en) Pinning method
RU2053336C1 (en) Fastening device
JP2018155046A (en) Repair structure of existing external wall and method of repairing existing external wall
JPS63147056A (en) Undercoating execution method to building
JP4888964B2 (en) Expansion anchor fixing method
RU2817520C1 (en) Method of anchoring and anchoring
KR100776808B1 (en) Rod member
JP6430550B2 (en) Post-installed anchor pull-out strength enhancing material and method
JPS6233447B2 (en)
JP2015052206A (en) Post-installed anchor construction method
JP2002317516A (en) Heat-insulating material made of inorganic fiber combining form
KR200202715Y1 (en) Ruggdness pouring type contrete structure
JPH08189515A (en) Concrete or anchor similar to concrete
JP2019214870A (en) Tile exfoliation prevention member, and tile exfoliation prevention method
JPH10141335A (en) Nail
KR200389495Y1 (en) The constructed structure of concrete erosion prevention plate
JPS5955938A (en) Outer wall injection anchor
JPS62206169A (en) Construction method for connecting new and old concretes by together using adhesion due to emulsion adhesive and reinforcing iron rod
JP2002364078A (en) Anchor device using resin concurrently
JP2000265679A (en) Fire-resistance reinforcing method for concrete structure
JPS5948263B2 (en) Substrate direct attachment method
JPS6360309A (en) Method for reinforcing outer surface of concrete structure