JP3455806B2 - Anchor pin for wall repair and method of wall repair - Google Patents

Anchor pin for wall repair and method of wall repair

Info

Publication number
JP3455806B2
JP3455806B2 JP18391494A JP18391494A JP3455806B2 JP 3455806 B2 JP3455806 B2 JP 3455806B2 JP 18391494 A JP18391494 A JP 18391494A JP 18391494 A JP18391494 A JP 18391494A JP 3455806 B2 JP3455806 B2 JP 3455806B2
Authority
JP
Japan
Prior art keywords
anchor pin
injection
wall surface
tail end
valve seat
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 - Fee Related
Application number
JP18391494A
Other languages
Japanese (ja)
Other versions
JPH0828064A (en
Inventor
澄男 福田
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction 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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP18391494A priority Critical patent/JP3455806B2/en
Publication of JPH0828064A publication Critical patent/JPH0828064A/en
Application granted granted Critical
Publication of JP3455806B2 publication Critical patent/JP3455806B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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、壁面補修用アンカ−ピ
ン及び壁面補修方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor pin for wall repair and a wall repair method.

【0002】[0002]

【従来の技術】建築物のタイル外壁などの構造物の壁面
が劣化し、浮きなどが生じた場合の補修方法のひとつ
に、アンカ−ピニング工法がある。この工法は、図7に
示すように、構造物の外壁aの補修対象場所に挿入穴b
を穿設し、その中に挿入した注入管cを介して注入材d
を充填した後、図8に示すように、アンカ−ピンeを挿
入穴b内に挿入して余長部を切断して行われる。
2. Description of the Related Art An anchor pinning method is one of the repairing methods when a wall surface of a structure such as a tile outer wall of a building is deteriorated and floating occurs. In this construction method, as shown in FIG. 7, an insertion hole b is formed at a repair target location on the outer wall a of the structure.
And the injection material d is inserted through the injection pipe c inserted therein.
8 is filled, the anchor pin e is inserted into the insertion hole b and the extra length portion is cut as shown in FIG.

【0003】[0003]

【発明が解決しようとする課題】上記の従来技術には、
次のような問題点が存在する。 <イ>シ−ル構造が不完全であるため、挿入穴b内に注
入材dを充填する際に圧力をかけることができない。そ
のため、浮きの隙間などの補修箇所への注入材dの浸透
が不十分であり、確実な補修作業が望めない。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
There are the following problems. <A> Since the seal structure is incomplete, pressure cannot be applied when the injection material d is filled in the insertion hole b. Therefore, the injection material d does not sufficiently penetrate into the repaired portion such as the floating gap, and reliable repair work cannot be expected.

【0004】<ロ>シ−ル構造が不完全であることか
ら、挿入穴b内に注入した注入材dが、外壁aの表面に
漏出、付着するため、拭き取り作業に手間を要する。
<B> Since the seal structure is incomplete, the injecting material d injected into the insertion hole b leaks and adheres to the surface of the outer wall a, so that the wiping operation is troublesome.

【0005】<ハ>注入材dの注入後、アンカ−ピンe
の挿入の際にさらに注入材dが漏出するため、拭き取り
作業に手間を要する。
<C> After the injection of the injection material d, the anchor pin e
Since the injection material d further leaks out when the insert is inserted, the wiping work is troublesome.

【0006】<ニ>注入材dの硬化を待って、アンカ−
ピンeの切断作業を行う必要があるため、作業の遅延化
および煩雑化を招くことになる。
<D> Waiting for the injection material d to harden, the anchor
Since it is necessary to cut the pin e, the work is delayed and complicated.

【0007】[0007]

【本発明の目的】本発明は、上記のような問題点を解決
するためになされたもので、確実な補修作業が可能であ
ると共に、作業の簡素化を図ることができる壁面補修用
アンカ−ピン及び壁面補修方法を提供することを目的と
する。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and an anchor for wall repair, which enables reliable repair work and simplifies the work. The purpose is to provide a pin and wall repair method.

【0008】[0008]

【課題を解決するための手段】即ち、本発明は、アンカ
−ピンの軸部の周面に周方向に凹設した弁座溝と、この
弁座溝の周面から前記軸部の尾端面まで貫通する注入路
と、前記弁座溝に嵌装し、前記注入路の弁座溝側の開口
部の開閉を行う弾性のリング弁とを有することを特徴と
した、壁面補修用アンカ−ピンである。また、上記アン
カ−ピンにおいて、アンカ−ピンの前記軸部の尾端側
に、尾端面側に向かって徐々に拡径するテ−パ−部と、
このテ−パ−部と前記軸部との境界部分に装着した弾性
のシ−ルリングとを有することを特徴とした、壁面補修
用アンカ−ピンである。さらに、上記アンカ−ピンを用
いた壁面補修方法において、補修対象の構造物壁面に穴
を穿設して前記アンカ−ピンを挿入した後、挿入したア
ンカ−ピンの前記注入路の尾端側開口部から注入材を圧
入し、注入路の弁座溝側開口部より補修箇所に注入材の
圧入を行うことを特徴とした、壁面補修方法である。
That is, according to the present invention, there is provided a valve seat groove circumferentially recessed in a peripheral surface of a shaft portion of an anchor pin, and a tail end surface of the shaft portion from the peripheral surface of the valve seat groove. An anchor pin for wall repair, characterized in that it has an injection passage penetrating up to and a resilient ring valve fitted into the valve seat groove to open and close the opening on the valve seat groove side of the injection passage. Is. Further, in the above anchor pin, a taper portion on the tail end side of the shaft portion of the anchor pin, which gradually expands in diameter toward the tail end surface side,
An anchor pin for repairing a wall surface, characterized in that it has an elastic seal ring attached to a boundary portion between the taper portion and the shaft portion. Further, in the wall surface repair method using the anchor pin, after the hole is bored in the wall surface of the structure to be repaired to insert the anchor pin, the tail end side opening of the injection path of the inserted anchor pin is formed. A method for repairing a wall surface is characterized in that the injection material is press-fitted from a portion, and the injection material is press-fitted from a valve seat groove side opening of the injection path to a repaired portion.

【0009】[0009]

【実施例】以下、図面を参照しながら、本発明の一実施
例について説明する。 <イ>アンカ−ピンの構造 図1、2に示すように、アンカ−ピン100 は、補修対象
箇所の補修深さに合せた適宜の全長を有するステンレス
製等の棒体である。棒体の軸部101 の両端には、先端部
102 と尾端部103 が形成され、先端部102の先端には、
挿入時の容易性を考慮して形成されたテ−パ−部104 を
有する。なお、先端部102 は、軸部101 より大径である
必要はなく、小さくても同じであってもよい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. <A> Structure of Anchor Pin As shown in FIGS. 1 and 2, the anchor pin 100 is a rod body made of stainless steel or the like having an appropriate total length according to the repair depth of the repair target portion. At both ends of the shaft 101 of the rod,
102 and a tail end 103 are formed, and the tip of the tip 102 is
It has a taper portion 104 formed in consideration of ease of insertion. The tip portion 102 does not have to have a larger diameter than the shaft portion 101, and may have the same diameter or a small diameter.

【0010】一方、尾端部103 には、軸部101 から尾端
面側に向かって徐々に拡径して形成されたテ−パ−部10
5 を有する。また、尾端部103 の尾端面には、注入材の
圧入装置のノズルを装着するためのノズル装着孔106 を
有する。
On the other hand, at the tail end portion 103, a taper portion 10 formed by gradually expanding its diameter from the shaft portion 101 toward the tail end face side.
Has 5. Further, the tail end surface of the tail end portion 103 has a nozzle mounting hole 106 for mounting a nozzle of a press-fitting device for injecting material.

【0011】軸部101 の軸心部には、ノズル装着孔106
と連通する注入材の注入路107 が開設されている。注入
路107 の先端側は閉塞されている。
A nozzle mounting hole 106 is provided at the axial center of the shaft 101.
An injecting material injection path 107 communicating with is established. The tip side of the injection path 107 is closed.

【0012】図2、3に示すように、軸部101 の途上の
周面には、弁座溝108 が周方向に凹設されている。この
弁座溝108 の周面には、注入路107 と直交して連通する
注入路109 の両端が開口されている。そして、弁座溝10
8 には、注入路109 の両端開口部の開閉を行うためのゴ
ム製等の弾性を有するリング弁110 が装着されている。
As shown in FIGS. 2 and 3, a valve seat groove 108 is circumferentially recessed in the circumferential surface of the shaft portion 101. On the peripheral surface of the valve seat groove 108, both ends of an injection path 109 which communicates orthogonally to the injection path 107 are opened. And the valve seat groove 10
A ring valve 110 having elasticity, such as rubber, for opening and closing the openings at both ends of the injection path 109 is attached to the valve 8.

【0013】一方、尾端部103 のテ−パ−部105 と、軸
部101 との境界部分にも、ゴム製等の弾性を有するシ−
ルリング111 を装着する。このシ−ルリング111 と上記
リング弁110 は、軸部101 と弁座溝108 の外周径よりも
小さい内径を有しており、常に張力が作用している状態
とする。
On the other hand, the boundary portion between the taper portion 105 of the tail end portion 103 and the shaft portion 101 also has an elastic sheath made of rubber or the like.
Attach the ruling 111. The seal ring 111 and the ring valve 110 have an inner diameter smaller than the outer peripheral diameters of the shaft portion 101 and the valve seat groove 108, and are in a state in which tension is always applied.

【0014】なお、上記は本発明のアンカ−ピンの一実
施例であり、先端部102 及びテ−パ−部104 を形成しな
い実施例もあり、また、尾端部103 及びテ−パ−部105
を形成せず、かつシ−ルリング111 を装着しない実施例
もある。
The above is one embodiment of the anchor pin of the present invention, and there is also an embodiment in which the tip portion 102 and the taper portion 104 are not formed, and the tail end portion 103 and the taper portion are also provided. 105
There is also an embodiment in which the seal ring 111 is not attached and the seal ring 111 is not formed.

【0015】<ロ>壁面補修方法 次に、上記のように構成したアンカ−ピンを用いた壁面
の補修方法について説明する。図4に示すように、先
ず、振動ドリル2等の装置を用いて、補修対象の構造物
壁面に挿入穴3を穿設する。
<B> Wall Surface Repairing Method Next, a wall surface repairing method using the anchor pin constructed as described above will be explained. As shown in FIG. 4, first, a device such as the vibration drill 2 is used to form the insertion hole 3 in the wall surface of the structure to be repaired.

【0016】次に、上記アンカ−ピン100 を、挿入穴3
内に圧入する。このときは、エアシリンダ4等の打ち込
み装置を用いて行うとよい。
Next, the anchor pin 100 is inserted into the insertion hole 3
Press in. At this time, a driving device such as the air cylinder 4 may be used.

【0017】アンカ−ピン100 の打ち込み終了後、スタ
ティックミキサ5等の注入装置のノズルを、アンカ−ピ
ン100 の尾端部103 のノズル装着孔106 に装着する。そ
して、アンカ−ピン100 を注入管として、エポキシ樹脂
等の注入材6を、浮きによる隙間等の補修箇所に圧入
し、施工を終了する。
After the driving of the anchor pin 100 is completed, the nozzle of the injection device such as the static mixer 5 is mounted in the nozzle mounting hole 106 of the tail end 103 of the anchor pin 100. Then, using the anchor pin 100 as an injection pipe, the injection material 6 such as epoxy resin is press-fitted into a repaired portion such as a clearance due to floating, and the construction is completed.

【0018】[0018]

【作用】注入材6の圧入に際して、アンカ−ピン100 の
注入路107 内に圧入された注入材6は、次に注入路109
に達し、図5の上半部に示すように、その圧入力により
リング弁110 を押し広げて外部に流出し、さらにその加
圧力よって、浮きによる隙間等の補修箇所に確実に充
填、浸透する。
When the injection material 6 is press-fitted, the injection material 6 press-fitted into the injection path 107 of the anchor pin 100 is next injected into the injection path 109.
As shown in the upper half of FIG. 5, the pressure input spreads the ring valve 110 to cause it to flow out, and due to the applied pressure, it reliably fills and permeates the repaired portion such as a clearance due to floating. .

【0019】注入材6の圧入終了後は、図5の下半部に
示すように、リング弁110 の復元力、および周囲の注入
材6の加圧力によって、リング弁110 が確実に注入路10
9 の開口部を閉塞するため、圧入した注入材6がアンカ
−ピン100 内に逆流することがない。
After the injection material 6 is press-fitted, as shown in the lower half of FIG. 5, the ring valve 110 is surely injected by the restoring force of the ring valve 110 and the pressure of the surrounding injection material 6.
Since the opening 9 is closed, the press-fitted injection material 6 does not flow back into the anchor pin 100.

【0020】また、図6に示すように、アンカ−ピン10
0 の挿入の際に、尾端側に装着したシ−ルリング111
は、挿入穴3の内面との摩擦抵抗により次第に尾端面側
に移動し、そのため、シ−ルリング111 はテ−パ−部10
5 によって押し広げられ、さらには挿入穴3の内面とテ
−パ−部105 との間に押し潰されて詰め込まれる状態と
なる。そのため、シ−ルリング111 は、上記のように作
用する押込み力に加えて、注入材6の加圧力によって、
挿入穴3の開口部を確実にシ−ルすることができる。従
って、注入材6の漏出が無く、しかも注入材6を加圧充
填することができる。
Also, as shown in FIG. 6, the anchor pin 10
When inserting 0, seal ring 111 attached to the tail end side
Moves gradually toward the tail end surface side due to the frictional resistance with the inner surface of the insertion hole 3, so that the seal ring 111 is moved to the taper portion 10.
It is expanded by 5, and is crushed between the inner surface of the insertion hole 3 and the taper portion 105 to be packed. Therefore, the seal ring 111 is not only pressed by the pushing force acting as described above but also by the pressure force of the injecting material 6.
The opening of the insertion hole 3 can be reliably sealed. Therefore, the injection material 6 does not leak and the injection material 6 can be filled under pressure.

【0021】[0021]

【本発明の効果】本発明は以上説明したようになるた
め、次のような効果を得ることができる。 <イ>シ−ルリングとテ−パ−部の作用により、シ−ル
構造の確実性が増すため、挿入穴内に注入材を充填する
際に圧力をかけることができる。そのため、浮きの隙間
などの補修箇所へ、注入材を十分に浸透させることが可
能であり、確実に補修作業を行うことができる。
Since the present invention is as described above, the following effects can be obtained. <A> The action of the seal ring and the taper portion increases the reliability of the seal structure, so that pressure can be applied when the injection material is filled in the insertion hole. Therefore, it is possible to sufficiently infiltrate the injection material into the repaired portion such as the floating gap, and the repair work can be reliably performed.

【0022】<ロ>シ−ル構造の確実性が増すことか
ら、挿入穴内に注入した注入材が、外壁の表面に漏出す
ることがなく、拭き取り作業の手間を省くことができ
る。また、注入後、直ちに圧入ノズルを外しても注入材
が逆流しないため、注入作業時間の短縮が可能となる。
<B> Since the certainty of the seal structure is increased, the injection material injected into the insertion hole does not leak to the surface of the outer wall, and the labor of the wiping operation can be omitted. Further, even if the press-fitting nozzle is removed immediately after the injection, the injection material does not flow back, so that the injection work time can be shortened.

【0023】<ハ>アンカ−ピンは注入管を兼ねている
ため、従来のように注入材の注入後にアンカ−ピンを挿
入する必要がない。従って、アンカ−ピンの挿入による
注入材の漏出がないため、拭き取り作業の手間を省くこ
とができる。また、従来のように注入材の硬化を待っ
て、アンカ−ピンの切断作業を行う必要が無いため、作
業の迅速化および簡素化を図ることができる。
<C> Since the anchor pin also serves as the injection pipe, it is not necessary to insert the anchor pin after the injection of the injection material as in the conventional case. Therefore, since the injection material does not leak due to the insertion of the anchor pin, it is possible to save the labor of the wiping operation. Further, it is not necessary to wait for the injection material to harden and perform the anchor pin cutting work as in the conventional case, so that the work can be speeded up and simplified.

【0024】<ニ>アンカ−ピンの構造が簡単であるた
め、製造コストが低廉である。
<D> Since the anchor pin has a simple structure, the manufacturing cost is low.

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

【図1】 本発明のアンカ−ピンの一実施例の斜視図FIG. 1 is a perspective view of an embodiment of an anchor pin of the present invention.

【図2】 本発明のアンカ−ピンの一実施例の側面図FIG. 2 is a side view of an embodiment of the anchor pin of the present invention.

【図3】 本発明のアンカ−ピンの一実施例の弁部の拡
大斜視図
FIG. 3 is an enlarged perspective view of a valve portion of an embodiment of an anchor pin of the present invention.

【図4】 本発明の壁面補修方法の説明図FIG. 4 is an explanatory view of a wall repair method of the present invention.

【図5】 アンカ−ピンの弁部の機能の説明図FIG. 5 is an explanatory view of the function of the valve portion of the anchor pin.

【図6】 アンカ−ピンのシ−ル部の機能の説明図FIG. 6 is an explanatory view of the function of the seal portion of the anchor pin.

【図7】 従来技術の説明図FIG. 7 is an explanatory diagram of a conventional technique.

【図8】 従来技術の説明図FIG. 8 is an explanatory diagram of a conventional technique.

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 アンカ−ピンの軸部の周面に周方向に凹
設した弁座溝と、 この弁座溝の周面から前記軸部の尾端面まで貫通する注
入路と、 前記弁座溝に嵌装し、前記注入路の弁座溝側の開口部の
開閉を行う弾性のリング弁とを有することを特徴とし
た、 壁面補修用アンカ−ピン。
1. A valve seat groove which is circumferentially recessed on a peripheral surface of a shaft portion of an anchor pin, an injection passage which penetrates from a peripheral surface of the valve seat groove to a tail end surface of the shaft portion, and the valve seat. An anchor pin for wall surface repair, comprising: an elastic ring valve fitted into the groove to open and close the opening on the valve seat groove side of the injection path.
【請求項2】 請求項1に記載の壁面補修用アンカ−ピ
ンにおいて、 アンカ−ピンの前記軸部の尾端側に、尾端面側に向かっ
て徐々に拡径するテ−パ−部と、 このテ−パ−部と前記軸部との境界部分に装着した弾性
のシ−ルリングとを有することを特徴とした、 壁面補修用アンカ−ピン。
2. The anchor pin for wall surface repair according to claim 1, wherein a taper portion gradually increasing in diameter toward the tail end surface side is provided on the tail end side of the shaft portion of the anchor pin. An anchor pin for repairing a wall surface, which has an elastic seal ring attached to a boundary portion between the taper portion and the shaft portion.
【請求項3】 請求項1又は2に記載の壁面補修用アン
カ−ピンを用いた壁面補修方法において、 補修対象の構造物壁面に穴を穿設して前記アンカ−ピン
を挿入した後、 挿入したアンカ−ピンの前記注入路の尾端側開口部から
注入材を圧入し、注入路の弁座溝側開口部より補修箇所
に注入材の圧入を行うことを特徴とした、 壁面補修方法。
3. A wall surface repair method using the anchor pin for wall surface repair according to claim 1 or 2, wherein a hole is made in the wall surface of the structure to be repaired and the anchor pin is inserted, and then the insertion is performed. A method for repairing a wall surface, characterized in that the injection material is press-fitted from the tail end side opening of the injection path of the anchor pin, and the injection material is press-fitted into the repaired part from the valve seat groove side opening of the injection path.
JP18391494A 1994-07-13 1994-07-13 Anchor pin for wall repair and method of wall repair Expired - Fee Related JP3455806B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18391494A JP3455806B2 (en) 1994-07-13 1994-07-13 Anchor pin for wall repair and method of wall repair

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18391494A JP3455806B2 (en) 1994-07-13 1994-07-13 Anchor pin for wall repair and method of wall repair

Publications (2)

Publication Number Publication Date
JPH0828064A JPH0828064A (en) 1996-01-30
JP3455806B2 true JP3455806B2 (en) 2003-10-14

Family

ID=16144026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18391494A Expired - Fee Related JP3455806B2 (en) 1994-07-13 1994-07-13 Anchor pin for wall repair and method of wall repair

Country Status (1)

Country Link
JP (1) JP3455806B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5003448B2 (en) * 2007-12-07 2012-08-15 鹿島建設株式会社 Shear reinforcement structure of existing reinforced concrete structures

Also Published As

Publication number Publication date
JPH0828064A (en) 1996-01-30

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