JPS58101971A - Pinning method using hollow pipe - Google Patents
Pinning method using hollow pipeInfo
- Publication number
- JPS58101971A JPS58101971A JP20070381A JP20070381A JPS58101971A JP S58101971 A JPS58101971 A JP S58101971A JP 20070381 A JP20070381 A JP 20070381A JP 20070381 A JP20070381 A JP 20070381A JP S58101971 A JPS58101971 A JP S58101971A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- wall
- adhesive
- hollow pipe
- pinning
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は、中空ノヤイゾ使用によるビンニング工法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a binning construction method using a hollow noisode.
建物の壁、特に外壁の一部が剥離して落下することがあ
る。このような落下を防止するために、基礎のコンクリ
ート壁面から浮き上がった外壁部分に外側から小孔をあ
け、この小孔からエポキシ樹脂等の接着剤を注入して空
間部分を充填し、この接着剤を介してコンクリート壁面
への結合力を強化した補修方法がある。Parts of building walls, especially exterior walls, may peel off and fall. In order to prevent such falls, a small hole is made from the outside in the part of the outer wall that is raised from the concrete wall of the foundation, and an adhesive such as epoxy resin is injected through the small hole to fill the space. There is a repair method that strengthens the bonding force to the concrete wall surface through.
この補修方法は、比較的簡易にできてその効果も大きい
ので便利であるが、前記のように外壁と基礎コンクリー
ト壁面との間に接着剤を注入する際に、注入圧力によっ
て外壁を前面に押出し、外壁を崩壊することがある。こ
nでは、かえって外壁を剥離させる結果となるので、こ
のような事態に対処するため、補修すべき壁部に補強用
のビンを打込むことが行わnている。即ち、外壁の表面
側から基礎コンクリート壁面に至る孔をあけ、この孔に
接着剤を注入して金属棒を挿入固定する方法が採られて
いる。This repair method is convenient because it is relatively simple and has a great effect, but as mentioned above, when injecting adhesive between the exterior wall and the foundation concrete wall, the injection pressure pushes the exterior wall forward. , the outer wall may collapse. In this case, the outer wall may peel off, so in order to deal with this situation, reinforcing bottles are driven into the wall to be repaired. That is, a method is used in which a hole is drilled from the surface side of the outer wall to the foundation concrete wall surface, adhesive is injected into the hole, and a metal rod is inserted and fixed.
ところが、このビンニング工法において、穿孔長が深く
なるとその孔の奥まで接着剤を完全に注入できたかどう
かわからず、又その確認も困難である。そして、金属棒
を確実に固定させるべき孔の基底部(基礎コンクリート
壁面に喰い込んだ部分)に接着剤が十分到達していない
と、ピンニングの目的を達成させることはできなくなる
。However, in this binning method, when the length of the hole becomes deep, it is difficult to know whether the adhesive has been completely injected to the depth of the hole, and it is also difficult to confirm this. If the adhesive does not sufficiently reach the base of the hole (the part cut into the foundation concrete wall) where the metal rod is to be securely fixed, the purpose of pinning cannot be achieved.
本発明は、上記従来の不都合を解消するためになされ、
外壁の補修におけるピンニングを確実になすことができ
るようにした工法を提案するものである。The present invention has been made to solve the above-mentioned conventional disadvantages,
This paper proposes a construction method that can reliably perform pinning when repairing external walls.
以下、図示の実施例により本発明を説明すると、まず、
補修すべき外壁1の表面側から基礎のコンクリート壁2
に至る所要径の孔3を穿設する。つぎに、この孔3に中
空のノやイブ4を挿入するが、この中空の・母イブ4は
金属製であって外周面にネジ4αが設けらnlその一端
側が公知の接着剤注入器5の先端に着脱可能に取付けら
nており、前記の孔3に対して先端が殆ど孔3の奥端に
近接する程度に深く挿入さnる。実際には、ノやイブ4
の先端が孔3の奥端に邑接する迄押し込み、そnから若
干引戻すようにすnばよい。このような状態にしてから
、接着剤注入器5を操作してパイプ4の先端から接着剤
(例えばエポキシ樹脂接着剤)を適量注入する。すると
、接着剤は孔3の奥端部のみならず、孔の壁面にも平均
的に付着する。前記のようにパイプ4の外周面にはネジ
4αが設けらnており、仮令ノ母イブ4と孔3との隙間
が狭少であったとしても、このネジ4αを通路として接
着剤が円滑に移動し、孔3の開口部にも十分行き亘るか
らである。Hereinafter, the present invention will be explained with reference to illustrated embodiments. First,
Foundation concrete wall 2 from the surface side of the exterior wall 1 to be repaired
A hole 3 with the required diameter is drilled. Next, a hollow tube 4 is inserted into this hole 3. This hollow tube 4 is made of metal, and a screw 4α is provided on its outer peripheral surface. It is removably attached to the tip of the hole 3, and is inserted deeply into the hole 3 so that the tip almost approaches the inner end of the hole 3. Actually, Noya Eve 4
All you have to do is push it in until the tip of the hole touches the back end of the hole 3, and then pull it back a little. After achieving this state, the adhesive injector 5 is operated to inject an appropriate amount of adhesive (for example, epoxy resin adhesive) from the tip of the pipe 4. Then, the adhesive adheres not only to the inner end of the hole 3 but also to the wall surface of the hole. As mentioned above, a screw 4α is provided on the outer peripheral surface of the pipe 4, and even if the gap between the temporary base plate 4 and the hole 3 is narrow, the adhesive can be applied smoothly using the screw 4α as a passage. This is because it moves to the opening of the hole 3 and sufficiently reaches the opening of the hole 3.
なお、第1図に示したように・ぐイブ4の壁に適当な間
隔をあけて小径の孔46を放射方向にあけ、この孔4b
からも接着剤が出るようにして実施することがある。こ
の場合、接着剤の塗布を能率良く、短時間で行えるので
、特に孔の奥行きが深いときにきわめて有効である。In addition, as shown in FIG. 1, small diameter holes 46 are made in the radial direction at appropriate intervals in the wall of the guide 4.
Sometimes this is done in such a way that the adhesive comes out even from the inside. In this case, the adhesive can be applied efficiently and in a short time, which is particularly effective when the hole is deep.
そして、接着剤の塗布後、ノ臂イゾ4は所定の箇所(外
壁1の表面付近)で切断6され、そのまま補強ピンとし
て孔3内に固定さ扛る。このピンニングは補修すべき壁
の部分に複数筒所行われ、この後従来と同様に空間7に
エポキシ樹脂等の接着剤を注入して、モルタル8部分と
基礎のコンクリート壁2とを強固に接着するようになっ
ている。After applying the adhesive, the armhole 4 is cut 6 at a predetermined location (near the surface of the outer wall 1) and is fixed in the hole 3 as a reinforcing pin. This pinning is performed at multiple locations on the wall to be repaired, and then, as in the past, an adhesive such as epoxy resin is injected into the space 7 to firmly bond the mortar 8 and the foundation concrete wall 2. It is supposed to be done.
このとき、本発明の場合はピンニングが確実になさnて
いるので、補強ピンがコンクリート壁2から抜けるよう
なことはなく、空間への接着剤充填時に外壁1が崩壊す
るようなことはなくて充填作業がしやすく、かつ補修作
業を完全になすことができる。At this time, in the case of the present invention, pinning is ensured, so the reinforcing pins will not come off from the concrete wall 2, and the outer wall 1 will not collapse when filling the space with adhesive. Filling work is easy and repair work can be completed completely.
以上説明し友ように、本発明に係るピンニング工法によ
nば、補強ピンを堅固に固定することができ、外壁の補
修時に壁を崩すような事故を未然に防止することができ
、その効果“はきわめて顕著である。As explained above, according to the pinning method according to the present invention, it is possible to firmly fix the reinforcing pins, and it is possible to prevent accidents that may cause the wall to collapse during repair of the external wall, and its effects “is extremely remarkable.
第1図は本発明の一実施例を示す要部の拡大断面図、第
2図は中空・母イブの取付は状態を示す説明図である。
1・・・・・・・・外壁
2・・・・・・・ コンクIJ−)壁
3・・・・・・・・ 托
4・・・・川・ パイプ
4α・・・・・・ネジ
5・・・・・・・・ 接着剤注入器FIG. 1 is an enlarged sectional view of a main part showing an embodiment of the present invention, and FIG. 2 is an explanatory view showing the state of attachment of a hollow mother eve. 1...Outer wall 2...Conch IJ-) Wall 3...Tip 4...River/Pipe 4α...Screw 5・・・・・・・・・Adhesive syringe
Claims (1)
ート壁面に喰い込ませ、外周面にネジを切った中空パイ
ff接着剤注入器の先端に装着すると共に、この中空パ
イプを前記小孔に挿入して孔内に接着剤を注入し、この
後中空・母イブを所定の箇所で切断してそのままピンニ
ングとして固定することを特徴とする中空パイプ使用に
よるビンニングエ法。A small hole is drilled from the surface of the wall to be repaired, dug into the foundation concrete wall surface, and attached to the tip of a hollow pipe adhesive injector with a thread cut on the outer circumferential surface. A binning method using a hollow pipe, which is characterized by inserting it into a hole, injecting adhesive into the hole, and then cutting the hollow mother pipe at a predetermined location and fixing it as it is as pinning.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20070381A JPS58101971A (en) | 1981-12-11 | 1981-12-11 | Pinning method using hollow pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20070381A JPS58101971A (en) | 1981-12-11 | 1981-12-11 | Pinning method using hollow pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58101971A true JPS58101971A (en) | 1983-06-17 |
Family
ID=16428823
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20070381A Pending JPS58101971A (en) | 1981-12-11 | 1981-12-11 | Pinning method using hollow pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58101971A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02213567A (en) * | 1989-02-14 | 1990-08-24 | Natl House Ind Co Ltd | Floor squeak preventing construction method |
JPH02232468A (en) * | 1989-02-01 | 1990-09-14 | Artur Fischer Gmbh | Injecting member for injecting mineral binder in building material |
JP2007002442A (en) * | 2005-06-21 | 2007-01-11 | Dgp:Kk | Injection nozzle for pinning method, and pinning method using it |
JP2015117462A (en) * | 2013-09-02 | 2015-06-25 | Fsテクニカル株式会社 | Pinning method |
-
1981
- 1981-12-11 JP JP20070381A patent/JPS58101971A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02232468A (en) * | 1989-02-01 | 1990-09-14 | Artur Fischer Gmbh | Injecting member for injecting mineral binder in building material |
JPH02213567A (en) * | 1989-02-14 | 1990-08-24 | Natl House Ind Co Ltd | Floor squeak preventing construction method |
JP2007002442A (en) * | 2005-06-21 | 2007-01-11 | Dgp:Kk | Injection nozzle for pinning method, and pinning method using it |
JP4587886B2 (en) * | 2005-06-21 | 2010-11-24 | 株式会社Dgp | Injection nozzle for pinning method and pinning method using the same |
JP2015117462A (en) * | 2013-09-02 | 2015-06-25 | Fsテクニカル株式会社 | Pinning method |
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