JPH0455961U - - Google Patents
Info
- Publication number
- JPH0455961U JPH0455961U JP9949290U JP9949290U JPH0455961U JP H0455961 U JPH0455961 U JP H0455961U JP 9949290 U JP9949290 U JP 9949290U JP 9949290 U JP9949290 U JP 9949290U JP H0455961 U JPH0455961 U JP H0455961U
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- adhesive
- anchor body
- wall
- repairing
- 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
Links
- 239000000853 adhesive Substances 0.000 claims description 8
- 230000001070 adhesive effect Effects 0.000 claims description 8
- 230000002265 prevention Effects 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 229920005549 butyl rubber Polymers 0.000 claims 1
- 239000004927 clay Substances 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 239000000843 powder Substances 0.000 claims 1
- 230000000452 restraining effect Effects 0.000 claims 1
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
第1図は本考案に係るアンカーピンの基本例を
示す斜面図、第2,3図は同じく側面図と正面図
、第4図は第3図の4−4線断面図、第5〜9図
はそのアンカーピンの使用によるモルタル外壁の
補修作業工程を示す各側断面図、第10図は第9
図に対応する長いアンカーピンの打込み固定状態
を示す側断面図、第11図は本考案に係るアンカ
ーピンの第1変形例を示す斜面図、第12,13
図は同じく第2変形例を示す側面図と正面図、第
14図は第13図の14−14線断面図、第15
図はそのアンカーピンの打込み固定状態を示す側
断面図、第16図は更にアンカーピンの第3変形
例を示す側断面図、第17,18図はその使用に
よるモルタル外壁の補修作業工程を示す各側断面
図である。
11……アンカー本体、12……プラグ、13
……ノズル受け入れ口筒、14……制止肩面、1
8……条溝、20……逆流防止弁、22……打込
み孔、25……接着剤注入用ノズル、B……接着
剤、C……コンクリート躯体、G,S……相互間
隙、M…モルタル外壁、P……アンカーピン。
Fig. 1 is a perspective view showing a basic example of the anchor pin according to the present invention, Figs. 2 and 3 are side views and front views, Fig. 4 is a sectional view taken along the line 4-4 in Fig. 3, and Figs. The figures are side sectional views showing the process of repairing the mortar outer wall using the anchor pins, and Figure 10 is the 9th
FIG. 11 is a side sectional view showing the driving and fixing state of a long anchor pin corresponding to the figure; FIG. 11 is a perspective view showing a first modified example of the anchor pin according to the present invention;
The figures are a side view and a front view showing the second modification, FIG. 14 is a sectional view taken along the line 14-14 in FIG.
The figure is a side cross-sectional view showing the anchor pin driven and fixed, Figure 16 is a side cross-sectional view showing a third modification of the anchor pin, and Figures 17 and 18 are the process of repairing a mortared outer wall using the anchor pin. It is each side sectional view. 11... Anchor body, 12... Plug, 13
... Nozzle receiving port tube, 14 ... Stopping shoulder surface, 1
8... Groove, 20... Backflow prevention valve, 22... Driving hole, 25... Adhesive injection nozzle, B... Adhesive, C... Concrete frame, G, S... Mutual gap, M... Mortar outer wall, P...anchor pin.
Claims (1)
込み使用される一定長さのアンカー本体11と、
これを先端部から強制的に拡開変形させて打込み
孔22へ喰い付け固定すべく、そのアンカー本体
11の中空内部に挿入セツトされたプラグ12と
を備え、 上記アンカー本体11の基端部に、接着剤注入
用ノズル25の受け入れ口筒13を径大に張り出
し形成すると共に、そのノズル受け入れ口筒13
から加圧状態のもとに注入される接着剤Bの流出
用条溝18を、上記アンカー本体11の胴面に開
口形成した建物の外壁補修用アンカーピンPにお
いて、 上記アンカー本体11の胴面へ、その基端部の
ノズル受け入れ口筒13によつて制止される塑性
変形可能な接着剤用逆流防止弁20を嵌め付けセ
ツトして、上記アンカー本体11を打込み孔22
内へ打込んだ時、その打込み孔22とアンカー本
体11の胴面との相互間隙Gを、上記逆流防止弁
20により密封し得るように設定したことを特徴
とする建物の外壁補修用アンカーピン。 2 接着剤用逆流防止弁20を塑性変形可能なブ
チルゴムやその他の擬似粘土物からリング形態に
作成すると共に、 その表面にベタツキ防止用の粉末をまぶし付け
たことを特徴とする請求項1記載の建物の外壁補
修用アンカーピン。 3 アンカー本体11の胴面からノズル受け入れ
口筒13をほぼ直角に張り出すことにより、その
ノズル受け入れ口筒13の背面をモルタル外壁M
の制止肩面14として機能させ得るように定める
と共に、 そのノズル受け入れ口筒13の制止肩面14又
は/及びアンカー本体11の胴面へ、接着剤用逆
流防止弁20を脱落不能に付着させたことを特徴
とする請求項1記載の建物の外壁補修用アンカー
ピン。[Claims for Utility Model Registration] 1. An anchor body 11 of a certain length that is used by being driven from a mortar outer wall M into a concrete frame C;
A plug 12 is inserted and set into the hollow interior of the anchor body 11 in order to forcibly expand and deform it from the tip and bite into the driving hole 22 and fix it. , the receiving tube 13 of the adhesive injection nozzle 25 is formed to have a large diameter, and the nozzle receiving tube 13 is formed to have a large diameter.
An anchor pin P for repairing an external wall of a building, in which grooves 18 for the outflow of adhesive B injected under pressure from the anchor body 11 are formed in the body surface of the anchor body 11, A plastically deformable backflow prevention valve 20 for adhesive, which is stopped by the nozzle receiving port tube 13 at the base end thereof, is fitted and set, and the anchor body 11 is inserted into the driving hole 22.
An anchor pin for repairing an outer wall of a building, characterized in that when driven inward, the mutual gap G between the driving hole 22 and the body surface of the anchor body 11 can be sealed by the above-mentioned non-return valve 20. . 2. The adhesive backflow prevention valve 20 according to claim 1, wherein the adhesive backflow prevention valve 20 is made in a ring shape from plastically deformable butyl rubber or other pseudo-clay material, and its surface is sprinkled with powder to prevent stickiness. Anchor pins for repairing external walls of buildings. 3 By projecting the nozzle receiving port tube 13 from the body surface of the anchor body 11 at a substantially right angle, the back surface of the nozzle receiving port tube 13 is attached to the mortar outer wall M.
The adhesive backflow prevention valve 20 is attached to the restraining shoulder surface 14 of the nozzle receiving port tube 13 and/or the body surface of the anchor body 11 in a non-removable manner. The anchor pin for repairing an outer wall of a building according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9949290U JPH0738568Y2 (en) | 1990-09-21 | 1990-09-21 | Anchor pin for repairing outer wall of building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9949290U JPH0738568Y2 (en) | 1990-09-21 | 1990-09-21 | Anchor pin for repairing outer wall of building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0455961U true JPH0455961U (en) | 1992-05-13 |
JPH0738568Y2 JPH0738568Y2 (en) | 1995-09-06 |
Family
ID=31841463
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9949290U Expired - Lifetime JPH0738568Y2 (en) | 1990-09-21 | 1990-09-21 | Anchor pin for repairing outer wall of building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0738568Y2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0628116U (en) * | 1992-09-21 | 1994-04-15 | 株式会社ケー・エフ・シー | Perforated drill bit for driving anchor pin to outer wall of building |
JP2000296353A (en) * | 1999-03-13 | 2000-10-24 | Hilti Ag | Auxiliary implement for caulking device |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5878443B2 (en) * | 2012-09-04 | 2016-03-08 | 有限会社マサクリーン | Anchor pipe installation method |
JP5913012B2 (en) * | 2012-09-04 | 2016-04-27 | 有限会社マサクリーン | Resin injection method for anchors embedded in concrete surface |
-
1990
- 1990-09-21 JP JP9949290U patent/JPH0738568Y2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0628116U (en) * | 1992-09-21 | 1994-04-15 | 株式会社ケー・エフ・シー | Perforated drill bit for driving anchor pin to outer wall of building |
JP2000296353A (en) * | 1999-03-13 | 2000-10-24 | Hilti Ag | Auxiliary implement for caulking device |
Also Published As
Publication number | Publication date |
---|---|
JPH0738568Y2 (en) | 1995-09-06 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |