JPH08177823A - Outer wall mending metal fitting - Google Patents

Outer wall mending metal fitting

Info

Publication number
JPH08177823A
JPH08177823A JP33714294A JP33714294A JPH08177823A JP H08177823 A JPH08177823 A JP H08177823A JP 33714294 A JP33714294 A JP 33714294A JP 33714294 A JP33714294 A JP 33714294A JP H08177823 A JPH08177823 A JP H08177823A
Authority
JP
Japan
Prior art keywords
mortar
main body
coil spring
metal fitting
base end
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.)
Granted
Application number
JP33714294A
Other languages
Japanese (ja)
Other versions
JP3443470B2 (en
Inventor
Nobuo Shinohara
順郎 篠原
Katsuyoshi Imaizumi
勝吉 今泉
Takeshi Otsuka
毅 大塚
Yasue Yagisawa
康衛 八木沢
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.)
Dia Rifuoomu Kk
Sanko Kogyo Co Ltd
Sanko Shoji KK
Original Assignee
Dia Rifuoomu Kk
Sanko Kogyo Co Ltd
Sanko Shoji 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 Dia Rifuoomu Kk, Sanko Kogyo Co Ltd, Sanko Shoji KK filed Critical Dia Rifuoomu Kk
Priority to JP33714294A priority Critical patent/JP3443470B2/en
Publication of JPH08177823A publication Critical patent/JPH08177823A/en
Application granted granted Critical
Publication of JP3443470B2 publication Critical patent/JP3443470B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Dowels (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE: To provide an outer wall mending metal fitting which mechanically connects mortar to a concrete body irrespective of thickness of the mortar, and causes easy charging of adhesive. CONSTITUTION: An anchor body 10 has a pipe part 11 at least at its leading end, and corresponding widening means 13, 14 at an opening end of the pipe part 11. A coil spring 15 is provided on a base end of the anchor body 10. A base end of the coil spring 15 is coated with soft resin and provided with a funnel-like charging port 16 for adhesive.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート躯体の表
面に施工されたモルタルの剥離を補修する補修金具に関
している。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a repair metal fitting for repairing peeling of mortar applied to the surface of a concrete skeleton.

【0002】[0002]

【従来の技術】モルタルの剥離を補修する金具は、例え
ば実開平4−37762号公報に記載されたものが知ら
れている。図5は上記の補修用のピンであり、管状に形
成された本体1の胴部に接着剤の注出口2を設けると共
に、先端部に切割り5が設けられ、又、本体1内に拡張
栓9を装着したものである。そして、補修作業は、モル
タルからコンクリート躯体に至る穴を穿設し、穴内に本
体1を挿入したのち、拡張栓9を叩打して当該本体1を
コンクリート躯体に固定する。次いで注入口3から注入
した接着剤を注出口2からモルタルと躯体の隙間に充填
してモルタルを再び躯体に結合している。
2. Description of the Related Art As a metal fitting for repairing peeling of mortar, one described in, for example, Japanese Utility Model Laid-Open No. 4-37762 is known. FIG. 5 shows the above-mentioned repair pin, which is provided with an adhesive pouring port 2 on the body portion of the main body 1 formed in a tubular shape, and a slit 5 on the tip end, and is expanded inside the main body 1. It is equipped with a stopper 9. Then, in the repair work, a hole from the mortar to the concrete frame is bored, the main body 1 is inserted into the hole, and then the expansion plug 9 is tapped to fix the main body 1 to the concrete frame. Next, the adhesive injected from the injection port 3 is filled into the gap between the mortar and the skeleton from the spout 2 to bond the mortar to the skeleton again.

【0003】上記の補修ピンをはじめ、従来から知られ
ている補修用のピンはモルタルと躯体を連結するピンが
金属製パイプである。これは、モルタルと躯体を機械的
に連結できるので、仮りに火災などで接着剤が焼失した
場合でもモルタルの落下を防止できるという点で有効な
手段である。
In addition to the above-mentioned repair pin, in the conventionally known repair pin, the pin connecting the mortar and the skeleton is a metal pipe. This is an effective means in that the mortar and the skeleton can be mechanically connected to each other, and thus the mortar can be prevented from dropping even if the adhesive is burned down by a fire or the like.

【0004】コンクリート躯体の表面にモルタルを施工
するということは、建物の平坦性を確保することであ
り、従って、モルタルの厚みは一定していないのが通常
である。このため、補修ピンが定尺であると、モルタル
部分が薄い場合はともかく厚い場合は機械的な連結が充
分に行われないことが生じ、これを解消するためには長
さが異なる複数種のピンを用意しなくてはならないとい
う問題が生じる。
The construction of mortar on the surface of the concrete body is to ensure the flatness of the building, and therefore the thickness of the mortar is usually not constant. For this reason, if the repair pin has a fixed length, mechanical connection may not be sufficiently performed when the mortar part is thin, and when it is thick, in order to eliminate this, a plurality of types with different lengths may be used. The problem arises that pins must be prepared.

【0005】[0005]

【発明が解決しようとする課題】本発明が解決しようと
する課題は、モルタルの厚みに関係なくモルタルとコン
クリート躯体とを機械的に連結し、かつ、接着剤の注入
が容易な外壁補修用金具を提供することを目的としてい
る。
The problem to be solved by the present invention is to provide a metal fitting for external wall repair which mechanically connects a mortar and a concrete skeleton regardless of the thickness of the mortar, and which is easy to inject an adhesive. Is intended to provide.

【0006】[0006]

【課題を解決するための手段】本発明において課題を解
決するための手段は、少なくとも先端部にパイプ部が形
成され該パイプ部の開口端に当該部分の拡張手段を備え
たアンカー主体と、該アンカー主体の基端部に設けたコ
イルばねと、該コイルばねの基端部に軟質樹脂を被覆し
かつ漏斗状に形成した接着剤の注入口を設けたことを特
徴とするものである。
Means for Solving the Problems In the present invention, a means for solving the problems includes an anchor main body having a pipe portion formed at least at a tip end thereof and an expanding means for the portion at an open end of the pipe portion, It is characterized in that a coil spring provided at the base end portion of the anchor main body, and a funnel-shaped adhesive injection port coated with a soft resin at the base end portion of the coil spring are provided.

【0007】[0007]

【実施例】図1は全体の斜視図、図2は断面図、図3、
図4は施工状態を示す断面図である。図1、2におい
て、10はアンカー主体で、先端部から中央部分までを
パイプ部11に形成し、基端部に該主体よりも小径であ
り、かつ外周部にねじ山を形成した連結部12を設けて
いる。13は前記パイプ部11の開口端から軸方向に沿
って形成した複数個のスリットであり、又、当該開口端
部に拡張栓14を装着している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an overall perspective view, FIG. 2 is a sectional view, and FIG.
FIG. 4 is a sectional view showing a construction state. In FIGS. 1 and 2, 10 is an anchor main body, a connecting portion 12 in which a pipe portion 11 is formed from a tip portion to a central portion, a base end portion has a smaller diameter than the main body, and a thread portion is formed on an outer peripheral portion. Is provided. Reference numeral 13 is a plurality of slits formed along the axial direction from the open end of the pipe portion 11, and an expansion plug 14 is attached to the open end portion.

【0008】15はコイルばねで、先端部を前記アンカ
ー主体10の連結部12に連結し、基端部には軟質樹
脂、例えば塩化ビニールを被覆しかつ漏斗状に形成した
注入口16を設けている。なお、該コイルばね15は、
先端部を小径部15aに形成して前記連結部12のねじ
山にねじ結合し、中途の螺旋部15bを前記アンカー主
体10と同径にし、基端部を開口端に向って大径とした
漏斗状部15cに形成している。
Reference numeral 15 is a coil spring, the front end of which is connected to the connecting portion 12 of the anchor main body 10 and the base end of which is provided with a funnel-shaped injection port 16 which is covered with a soft resin such as vinyl chloride. There is. The coil spring 15 is
The tip portion is formed as a small diameter portion 15a and screwed to the thread of the connecting portion 12, the midway spiral portion 15b has the same diameter as the anchor main body 10, and the base end portion has a large diameter toward the open end. The funnel-shaped portion 15c is formed.

【0009】実施例の補修金具は上記の構成であり、モ
ルタルの補修を行うには、まず、モルタル20がコンク
リート躯体21と剥離して隙間22が生じている箇所に
モルタル20からコンクリート躯体21に至る穴23を
穿設する。図3はモルタル20が薄い場合を示し、図4
はモルタル20が厚い場合を示している。
The repair metal fitting of the embodiment has the above-described structure. To repair the mortar, first, the mortar 20 is separated from the concrete skeleton 21 and a gap 22 is formed between the mortar 20 and the concrete skeleton 21. A hole 23 is formed. FIG. 3 shows a case where the mortar 20 is thin, and FIG.
Indicates that the mortar 20 is thick.

【0010】何れの場合も、穴23内に補修金具を拡張
栓14を穴の底部に向けて挿入し、注入口16から図示
しない打込棒を挿入して連結部12を叩打する。アンカ
ー主体10はパイプ部11内に拡張栓14が圧入されて
先端部が拡張すると共に当該先端部が躯体に喰い込み、
これによりアンカー主体10がコンクリート躯体に固着
される。又、同時に、注入口16はモルタル20の穴2
3の開口端にしっかりと係合される。
In any case, a repair metal fitting is inserted into the hole 23 with the expansion plug 14 directed toward the bottom of the hole, and a driving rod (not shown) is inserted from the injection port 16 to tap the connecting portion 12. In the anchor main body 10, the expansion plug 14 is press-fitted into the pipe portion 11 to expand the tip portion, and the tip portion bites into the body,
As a result, the anchor main body 10 is fixed to the concrete skeleton. At the same time, the injection port 16 is the hole 2 of the mortar 20.
3 is tightly engaged at the open end.

【0011】注入口16は塩化ビニールの被覆が施され
ているので、補修金具を打ち込んだ時にモルタルを損傷
することなく固着できる。なお、注入口16は塩化ビニ
ールによる弾性により穴23に密着してパッキン効果を
奏し、接着剤の注入時に接着剤がモルタル表面に漏れる
のを防止する。
Since the injection port 16 is coated with vinyl chloride, it can be fixed without damaging the mortar when the repair metal fitting is driven in. The injection port 16 adheres to the hole 23 due to the elasticity of vinyl chloride to provide a packing effect, and prevents the adhesive from leaking to the mortar surface when the adhesive is injected.

【0012】アンカー主体10と注入口16を連結して
いるコイルばね15は、長さ方向に伸縮自在であるか
ら、図4に示すように、モルタルが厚くて穴23が深く
形成されている場合であってもアンカー主体10は穴の
底部に達してパイプ部11が拡張し、又、注入口16は
モルタル表面から没入することなく穴の開口端部に係止
している。
Since the coil spring 15 connecting the anchor main body 10 and the injection port 16 is expandable / contractible in the length direction, as shown in FIG. 4, when the mortar is thick and the hole 23 is deeply formed. However, the anchor main body 10 reaches the bottom of the hole and the pipe portion 11 expands, and the injection port 16 is locked at the open end of the hole without being recessed from the mortar surface.

【0013】補修金具が打ち込まれた後に、注入口16
から図示しないエポキシ樹脂による接着剤を注入する
と、接着剤はコイルばね15を経て隙間22に達し、剥
離しているモルタル20とコンクリート躯体21とを再
び結合させる。
After the repair metal fitting is driven in, the injection port 16
When an adhesive made of epoxy resin (not shown) is injected, the adhesive reaches the gap 22 through the coil spring 15 and rejoins the peeled mortar 20 and the concrete skeleton 21.

【0014】実施例は、アンカー主体10がコンクリー
ト躯体21に固着され、注入口16がモルタル20に固
着されており、これらをコイルばね15で連結している
から、火災などで接着剤が焼失した場合でもモルタルと
躯体を機械的に連結しているのでモルタルの落下を防止
できる安全性が確保されている。
In the embodiment, the anchor main body 10 is fixed to the concrete skeleton 21 and the injection port 16 is fixed to the mortar 20. Since these are connected by the coil spring 15, the adhesive is burned down by fire or the like. Even in such a case, the mortar and the skeleton are mechanically connected to each other, so that safety is ensured to prevent the mortar from falling.

【0015】なお、実施例では、アンカー主体10とコ
イルばね15とをねじ結合によって連結しているが、両
者の結合をより確実なものとするためには連結部を溶接
するとよい。
Although the anchor main body 10 and the coil spring 15 are connected by screw connection in the embodiment, the connecting portion may be welded in order to secure the connection therebetween.

【0016】[0016]

【発明の効果】本発明は、コンクリート躯体に固着する
アンカー主体とモルタルに固着し接着剤を注入する注入
口とをコイルばねによって連結したものであるから、モ
ルタルが厚く深い穴をあける場合であってもモルタルと
コンクリート躯体を機械的に連結することが可能となる
効果がある。
According to the present invention, since the anchor main body fixed to the concrete skeleton and the injection port for fixing the adhesive to the mortar and injecting the adhesive are connected by the coil spring, the mortar has a thick and deep hole. Even so, there is an effect that it is possible to mechanically connect the mortar and the concrete skeleton.

【0017】又、本発明は、注入口から注入した接着剤
が直ちにモルタルと躯体の隙間に注入されるので、接着
剤の注入時に高い圧入力を必要とせず、従って補修作業
の作業性がよいことの効果がある。
Further, according to the present invention, since the adhesive injected from the injection port is immediately injected into the gap between the mortar and the skeleton, high pressure input is not required at the time of injecting the adhesive, and therefore the workability of repair work is good. It has the effect.

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

【図1】本発明の補修金具を示す全体の斜視図。FIG. 1 is an overall perspective view showing a repair fitting of the present invention.

【図2】断面図。FIG. 2 is a sectional view.

【図3】施工例を示す断面図。FIG. 3 is a cross-sectional view showing a construction example.

【図4】他の施工例を示す断面図。FIG. 4 is a cross-sectional view showing another construction example.

【図5】従来例を示す断面図。FIG. 5 is a sectional view showing a conventional example.

【符号の説明】[Explanation of symbols]

10 アンカー主体 11 パイプ部 12 連結部 13 スリット 14 拡張栓 15 コイルばね 15a 小径部 15b 螺旋部 15c 漏斗状部 16 注入口 20 モルタル 21 コンクリート躯体 22 隙間 23 穴 DESCRIPTION OF SYMBOLS 10 Anchor main body 11 Pipe part 12 Connecting part 13 Slit 14 Expansion plug 15 Coil spring 15a Small diameter part 15b Spiral part 15c Funnel-like part 16 Pouring port 20 Mortar 21 Concrete skeleton 22 Gap 23 Hole

───────────────────────────────────────────────────── フロントページの続き (71)出願人 390022389 三幸商事株式会社 東京都荒川区東日暮里1丁目24番10号 (71)出願人 390022390 三幸工業株式会社 東京都荒川区東日暮里1丁目24番10号 (72)発明者 篠原 順郎 横浜市戸塚区川上町645 三菱油化社宅2 −203 (72)発明者 今泉 勝吉 東京都杉並区下高井戸5丁目19番12号 (72)発明者 大塚 毅 東京都中野区沼袋3丁目7番5号 (72)発明者 八木沢 康衛 埼玉県越谷市花田6丁目7番19号 ─────────────────────────────────────────────────── ─── Continuation of front page (71) Applicant 390022389 Sanko Shoji Co., Ltd. 1-24-10 Higashi-nippori, Arakawa-ku, Tokyo (71) Applicant 390022390 Sanko Kogyo Co., Ltd. 1-24-24 Higashi-nippori, Arakawa-ku, Tokyo No. (72) Inventor Junro Shinohara 645 Kawakamicho, Totsuka-ku, Yokohama 2-203 Mitsubishi Petrochemical Co. Ltd. (72) Inventor Katsuyoshi Imaizumi 5-19-12 Shimotakaido, Suginami-ku, Tokyo (72) Inventor Takeshi Otsuka Tokyo 3-7-5 Numabukuro, Nakano-ku, Tokyo (72) Inventor Yasue Yagisawa 6-7-19 Hanada, Koshigaya City, Saitama Prefecture

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも先端部にパイプ部が形成され
該パイプ部の開口端に当該部分の拡張手段を備えたアン
カー主体と、該アンカー主体の基端部に設けたコイルば
ねと、該コイルばねの基端部に軟質樹脂を被覆しかつ漏
斗状に形成した接着剤の注入口を設けたことを特徴とす
る外壁補修用金具。
1. An anchor main body having a pipe portion formed at least at a distal end portion thereof and an expanding means for expanding the portion at an open end of the pipe portion, a coil spring provided at a base end portion of the anchor main body, and the coil spring. An outer wall repair metal fitting having a funnel-shaped adhesive injection port coated with a soft resin at the base end thereof.
【請求項2】 アンカー主体は、基端部が小径に形成さ
れると共に該小径部にねじ山が形成され、コイルばねが
当該ねじ山にねじ結合されていることを特徴とする請求
項1に記載の外壁補修用金具。
2. The anchor main body has a base end portion formed to have a small diameter, a thread is formed on the small diameter portion, and a coil spring is screwed to the thread. The outer wall repair metal fittings described.
【請求項3】 アンカー主体は、基端部にコイルばねが
溶接されていることを特徴とする請求項1または2に記
載の外壁補修用金具。
3. The outer wall repair metal fitting according to claim 1 or 2, wherein the anchor main body has a coil spring welded to a base end portion thereof.
JP33714294A 1994-12-26 1994-12-26 External wall repair bracket Expired - Fee Related JP3443470B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33714294A JP3443470B2 (en) 1994-12-26 1994-12-26 External wall repair bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33714294A JP3443470B2 (en) 1994-12-26 1994-12-26 External wall repair bracket

Publications (2)

Publication Number Publication Date
JPH08177823A true JPH08177823A (en) 1996-07-12
JP3443470B2 JP3443470B2 (en) 2003-09-02

Family

ID=18305846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33714294A Expired - Fee Related JP3443470B2 (en) 1994-12-26 1994-12-26 External wall repair bracket

Country Status (1)

Country Link
JP (1) JP3443470B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014177350A1 (en) * 2013-05-02 2014-11-06 Ludwig Hettich & Co. Kg Anchor system
JP2015117462A (en) * 2013-09-02 2015-06-25 Fsテクニカル株式会社 Pinning method
JP2020133188A (en) * 2019-02-18 2020-08-31 修 榎本 Cap for anchor pin

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014177350A1 (en) * 2013-05-02 2014-11-06 Ludwig Hettich & Co. Kg Anchor system
US10047776B2 (en) 2013-05-02 2018-08-14 Ludwig Hettich Holding Gmbh & Co Kg Anchoring system
JP2015117462A (en) * 2013-09-02 2015-06-25 Fsテクニカル株式会社 Pinning method
JP2020133188A (en) * 2019-02-18 2020-08-31 修 榎本 Cap for anchor pin

Also Published As

Publication number Publication date
JP3443470B2 (en) 2003-09-02

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