JPS6339749B2 - - Google Patents
Info
- Publication number
- JPS6339749B2 JPS6339749B2 JP54143829A JP14382979A JPS6339749B2 JP S6339749 B2 JPS6339749 B2 JP S6339749B2 JP 54143829 A JP54143829 A JP 54143829A JP 14382979 A JP14382979 A JP 14382979A JP S6339749 B2 JPS6339749 B2 JP S6339749B2
- Authority
- JP
- Japan
- Prior art keywords
- crack
- cracks
- solidifying agent
- sealant
- injection path
- 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
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- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
本発明は、コンクリート構造物等に亀裂が生じ
た場合これを補修し、物理的性質を向上させるた
めの亀裂内への固結剤注入工法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of injecting a hardening agent into cracks in order to repair cracks in concrete structures and improve their physical properties.
一般にコンクリート製の梁や柱、壁等に亀裂が
生じた場合には曲げ応力等の物理的性質が著しく
低下する。そこで近年高性能の固結剤をその亀裂
内に注入し、亀裂の補修及び当該梁や柱、壁等の
物理的性質の向上を図つている。 Generally, when cracks occur in concrete beams, columns, walls, etc., physical properties such as bending stress are significantly reduced. Therefore, in recent years, high-performance solidifying agents have been injected into the cracks in order to repair the cracks and improve the physical properties of the beams, columns, walls, etc.
この亀裂内への固結剤の注入に際し、従来は特
公昭48−10573号公報に示されているように一本
の亀裂毎にその開口部分を一定間隔毎に注入口と
して残し、他の部分をシール剤を塗布して閉鎖
し、その開口部分よりポンプを用いて固結剤を注
入する方法が一般的であつた。 When injecting a solidifying agent into these cracks, conventionally, as shown in Japanese Patent Publication No. 10573/1983, the openings of each crack were left as injection ports at regular intervals, and other parts were injected into the cracks. The common method was to apply a sealant to close the opening, and then use a pump to inject a solidifying agent through the opening.
しかし、一般に構造物には例えば第1図に示す
ように、応力が集中する部分Aから放射状に多数
の亀裂a,a,…が発生するものであり、かかる
亀裂に前述した従来の方法により固結剤を注入す
る場合には、各亀裂毎に多回数の注入が必要とな
り、作業性に問題があつた。 However, as shown in Figure 1, in general, structures have a large number of cracks a, a, ... that radiate from a part A where stress is concentrated, and these cracks can be fixed using the conventional method described above. When injecting binder, it was necessary to inject it many times for each crack, which caused problems in workability.
またこのような従来の方法では、作業者の目で
クラツクの位置を確認し、その部分の補修をする
ものであるため、見えにくいいわゆるヘアクラツ
クを拾い切れず、これがために構造物の強度上充
分な補修がなし得られないという問題があつた。 In addition, in this conventional method, the worker visually confirms the location of the crack and repairs that part, so it is difficult to pick up so-called hair cracks that are difficult to see, and this makes it difficult to maintain the strength of the structure. There was a problem that no proper repairs could be made.
更に注入する固結剤としては通常、ポリエステ
ル樹脂系、アクリル樹脂系、エポキシ樹脂系のも
のが使用されており、これらの固結剤は温度が低
下することによつて粘性が高くなり、低温下で注
入可能な流動性をもたせると固化しない事態とな
る。従つて低温下で所望の固化性能をもたせるに
は一定以上の粘性が必要となりこれがために亀裂
内への注入が充分に行い得なくなる。 Furthermore, the solidifying agents to be injected are usually polyester resin-based, acrylic resin-based, and epoxy resin-based, and these solidifying agents become more viscous as the temperature decreases, so they cannot be used at low temperatures. If it has fluidity that allows it to be injected, it will not solidify. Therefore, in order to have the desired solidification performance at low temperatures, a viscosity above a certain level is required, which makes it impossible to inject the resin into cracks sufficiently.
またこれらの固結剤は一般に温度の上昇に伴つ
て粘性が低下し、流動性が増大する性質をもつて
おり、注入する固結剤の温度よりも被接着部分の
温度を高くすることによつて細部への流入性が良
くなるとともに接着性が向上する。逆に被接着部
分の温度が低くなると、流入が阻害され、接着性
が低下する。このような性質から特に寒冷地にお
ける亀裂の補修に問題があつた。 In addition, these solidifying agents generally have the property that their viscosity decreases and their fluidity increases as the temperature rises, and by raising the temperature of the bonded part higher than the temperature of the solidifying agent injected, This improves the ability to flow into details and improves adhesion. On the other hand, when the temperature of the part to be adhered becomes low, the inflow is inhibited and the adhesion is reduced. Due to these properties, there have been problems in repairing cracks, especially in cold regions.
本発明は、このような諸問題にかんがみなされ
たものであり、その目的とするところは第1に多
数の亀裂内への固結剤注入作業を同時に行い得る
ようにして作業性を向上させること、第2に作業
者の見えない、あるいは見落としがちないわゆる
ヘアクラツクにも固結剤の注入が必然的になされ
得るようにすること、第3に亀裂奥部の微小間隙
や表面のヘアクラツクへの注入が良好に行われる
ようにすることにある。 The present invention was conceived in view of these problems, and its first objective is to improve workability by enabling simultaneous injection of a solidifying agent into multiple cracks. , Second, it is necessary to inject the hardening agent into so-called hair cracks that are invisible or often overlooked by workers. Third, the hardening agent can be injected into minute gaps deep inside the cracks and hair cracks on the surface. The goal is to ensure that this is done well.
而して本発明の要旨とするところは、第1にコ
ンクリート等の構造物に生じた亀裂内にポンプを
使用して固結剤を注入する亀裂内への固結剤注入
工法において、該構造物表面を削り複数の亀裂に
交叉させて溝を形成し、線状材を該溝内に入れ該
構造物の表面に各亀裂に交差させて当てがつた該
線状材をシール剤をもつて埋め込み、該シール剤
の固化後に該線状材を引き抜いて該各亀裂に連通
させた固結剤注入路を形成するともに該各亀裂の
表面開口部分をシール剤をもつて被覆し、前記注
入路より固結剤を圧入すること、第2にコンクリ
ート等の構造物に生じた亀裂内にポンプを使用し
て固結剤を注入する亀裂内への固結剤注入工法に
おいて、複数の亀裂に交叉させて構造物の表面を
削り取つて溝を形成し、該溝の外側に粘着テープ
を貼り、その粘着テープの外側にシール剤を塗布
して該各亀裂に連通させた固結剤注入路を形成す
るとともに各亀裂の表面開口部分をシール剤をも
つて被覆し、前記注入路より固結剤を圧入するこ
とに存する。 The gist of the present invention is, firstly, to provide a method for injecting a solidifying agent into cracks using a pump into cracks that have occurred in a structure such as concrete. The surface of the object is scraped to form grooves that intersect with multiple cracks, a wire material is placed in the grooves, and the wire material is applied to the surface of the structure so as to intersect with each crack. After embedding and solidifying the sealant, the linear material is pulled out to form a solidifying agent injection path communicating with each crack, and the surface opening of each crack is covered with a sealant, and the solidifying agent injection path is Second, in the method of injecting cement into cracks using a pump to inject solidifying agent into cracks that have occurred in structures such as concrete, it is possible to The surface of the structure is scraped to form a groove, an adhesive tape is applied to the outside of the groove, and a sealant is applied to the outside of the adhesive tape to create a hardening agent injection path that communicates with each crack. At the same time, the surface opening of each crack is covered with a sealing agent, and a solidifying agent is press-fitted from the injection path.
次に、本発明の実施例について、第2図以下を
参照しながら説明する。 Next, an embodiment of the present invention will be described with reference to FIG. 2 and subsequent figures.
まず、第2図に示すように、構造物の表面に露
出した複数の亀裂a,a…に交叉させて線状材
1,1…を適宜間隔を隔てて当てがいつつ、第3
図及び第4図に示すように、線状材1の外側から
シール剤2を塗り付け、線状材1を構造物表面に
接触させてシール剤2内に埋め込み、その際各線
状材1はその一端のみを露出させる。シール剤と
しては従来から使用されているホツトメルト、あ
るいは急結セメント等を使用する。 First, as shown in FIG. 2, while applying the wire materials 1, 1... at appropriate intervals across the plurality of cracks a, a... exposed on the surface of the structure, the third
As shown in the figure and FIG. Only one end of it is exposed. As the sealant, conventionally used hot melt, quick setting cement, etc. are used.
また線状材1としてはビニル系合成樹脂材等の
伸縮性のある棒状もしくはパイプ状のものも使用
可能である。 Further, as the wire material 1, a stretchable rod-like or pipe-like material made of a vinyl-based synthetic resin material can also be used.
これと同時に各亀裂a,a…の残りの開口部分
及び亀裂aが構造物の裏面に達している場合はそ
の裏面の開口部分を同じシール剤2をもつて閉鎖
する。 At the same time, the remaining openings of each of the cracks a, a... and, if the crack a reaches the back surface of the structure, the openings on the back surface are closed with the same sealant 2.
このようにして埋め込んだ線状材1をシール剤
2の固化を持つて引き抜き、線状材1が引き抜か
れることによつて第5図に示すように、各亀裂
a,a…に連通した固結剤注入路3が形成され
る。 The wire material 1 embedded in this way is pulled out after the sealant 2 has solidified, and as the wire material 1 is pulled out, as shown in FIG. A binder injection path 3 is formed.
このようにして外側がシール剤2によつて覆わ
れ、複数の亀裂a,a…と交叉して連通した固結
剤注入路3,3…を適宜間隔をあけて、順次形成
し、その後第6図に示すように、熱風を熱風注入
パイプ4を通して注入路3から吹き込む。このと
き熱風注入パイプ4をを連結する部分と排気する
部分とを除く他の注入路3の開口を栓5をもつて
閉鎖する。これによつてパイプ4から送り込まれ
た熱風はパイプ4が連結された注入路3から各亀
裂a,a…内を通り、開放された注入路3から排
気される。 In this way, the outside is covered with the sealant 2, and the solidifying agent injection channels 3, 3... which are connected to each other by crossing the plurality of cracks a, a... are sequentially formed at appropriate intervals. As shown in FIG. 6, hot air is blown from the injection path 3 through the hot air injection pipe 4. At this time, the other openings of the injection path 3 except for the part connecting the hot air injection pipe 4 and the part for exhausting the air are closed with plugs 5. As a result, the hot air sent from the pipe 4 passes through the cracks a, a, . . . from the injection path 3 to which the pipe 4 is connected, and is exhausted from the open injection path 3.
このようにして亀裂内面を所定の温度まで上昇
させ、その後パイプ4及び栓5を外し、端部側の
注入路3から順に第7図及び第8図に示すように
固結剤6を圧入する。 In this way, the inner surface of the crack is raised to a predetermined temperature, and then the pipe 4 and plug 5 are removed, and the solidifying agent 6 is press-fitted sequentially from the injection path 3 on the end side as shown in FIGS. 7 and 8. .
固結剤6としては従来使用されているポリエス
テル樹脂系、アクリル樹脂系、エポキシ樹脂系の
ものを使用する。 As the solidifying agent 6, a conventionally used polyester resin type, acrylic resin type, or epoxy resin type is used.
また圧入に際しては従来使用されている手動式
あるいは動力式ポンプを使用する。 For press-fitting, a conventionally used manual or power pump is used.
なお、上述の実施例では注入路3の形成に際
し、第9図に示すように構造物の表面を削り取つ
て溝7を形成し、その溝7内に線状材1を嵌め込
んでシール剤2をもつて埋め込んでもよく、また
第10図に示すように溝7の表面にテープ8を貼
着し、その外側にシール剤2を塗り込んで溝7を
固結剤注入路3としてもよく、更に第11図に示
すように構造物の表面全体をシール剤2をもつて
平らに仕上げてもよく、また前述した熱風の吹き
込み工程を経ないで固結剤6を注入してもよいも
のである。 In the above embodiment, when forming the injection path 3, the surface of the structure is scraped off to form a groove 7 as shown in FIG. Alternatively, as shown in FIG. 10, a tape 8 may be attached to the surface of the groove 7, and a sealant 2 may be applied to the outside of the tape 8, so that the groove 7 can be used as a hardening agent injection path 3. Furthermore, as shown in FIG. 11, the entire surface of the structure may be flattened with a sealing agent 2, or a solidifying agent 6 may be injected without going through the hot air blowing step described above. It is.
本発明の亀裂内への固結剤注入工法は、上述の
如く構成され、構造物表面を削り複数の亀裂に交
叉させて溝を形成し、線状材を該溝内に入れ該構
造物の表面に各亀裂に交差させ当てがつた該線状
材をシール剤をもつて埋め込み、該シール剤の固
化後に該線状材を引き抜いて該各亀裂に連通させ
た固結剤注入路を形成するともに該各亀裂の表面
開口部分をシール剤をもつて被覆し、前記注入路
より固結剤を圧入することにより、複数の亀裂に
同時注入が可能となり、またその注入路の付設作
業も簡単となり、作業性が著しく向上されたもの
である。 The method of injecting a solidifying agent into cracks according to the present invention is configured as described above, in which the surface of a structure is scraped to form a groove that intersects with a plurality of cracks, and a wire material is inserted into the groove to form a groove. The linear material applied across each crack is embedded in the surface with a sealant, and after the sealant solidifies, the linear material is pulled out to form a solidifying agent injection path communicating with each crack. By covering the surface openings of each of the cracks with a sealant and press-fitting the solidifying agent through the injection path, simultaneous injection into multiple cracks becomes possible, and the installation of the injection path becomes easy. , workability has been significantly improved.
また、その注入路は構造物の表面に連続して付
設させるため、作業者の目に見えないヘアクラツ
ク上にも付設されることとなり、このようなヘア
クラツク内へも結果的に固結剤の注入がなされる
こととなつたものである。 In addition, since the injection channel is installed continuously on the surface of the structure, it is also installed over the hair cracks that are invisible to the worker, and as a result, the setting agent cannot be injected into such hair cracks. This is what has become the norm.
更に本発明は、複数の亀裂に交叉させて構造物
の表面を削り取つて溝を形成し、該溝の外側に粘
着テープを貼り、その粘着テープの外側にシール
剤を塗布して各亀裂に連通させた固結剤注入路を
形成するとともに各亀裂の表面開口部分をシール
剤をもつて被覆し、前記注入路より固結剤を圧入
することにより、前述と同様の効果を奏するのみ
ならず、固結剤を圧入し当該固結剤が固化した後
に、粘着テープを剥がして表面の凹凸を平らに均
す作業が非常に容易になり便利である。 Furthermore, in the present invention, grooves are formed by scraping the surface of the structure across a plurality of cracks, adhesive tape is applied to the outside of the grooves, and a sealant is applied to the outside of the adhesive tape to seal each crack. By forming a communicating solidifying agent injection path, covering the surface opening of each crack with a sealant, and press-fitting the solidifying agent through the injection path, not only the same effects as described above can be obtained, but also After press-fitting the solidifying agent and solidifying the solidifying agent, it is very easy and convenient to peel off the adhesive tape and level out the unevenness of the surface.
第1図は構造物の亀裂の一例を示す平面図、第
2図は亀裂に交叉させて線状材を配置した平面
図、第3図はシール剤をもつて埋設、被覆した状
態の平面図、第4図は第3図中―線断面図、
第5図は固結剤注入路を形成した状態の平面図、
第6図は熱風送風状態の平面図、第7図は固結剤
注入状態の断面図、第8図は第7図中の―線
断面図、第9図から第11図はそれぞれ注入路の
付設方法の他の例を示す断面図である。
a……亀裂、1……線状材、2……シール剤、
3……固結剤注入路、4……熱風注入パイプ、5
……栓、6……固結剤、7……溝、8……テー
プ。
Fig. 1 is a plan view showing an example of a crack in a structure, Fig. 2 is a plan view of a wire material placed across the crack, and Fig. 3 is a plan view of a state in which the wire is buried and covered with a sealant. , Figure 4 is a cross-sectional view taken along the line in Figure 3,
FIG. 5 is a plan view of the state in which the solidifying agent injection path is formed;
Figure 6 is a plan view of the hot air blowing state, Figure 7 is a cross-sectional view of the solidifying agent injected state, Figure 8 is a cross-sectional view taken along the - line in Figure 7, and Figures 9 to 11 are of the injection path. FIG. 7 is a cross-sectional view showing another example of the attachment method. a...Crack, 1...Wire material, 2...Sealant,
3... Solidifying agent injection path, 4... Hot air injection pipe, 5
...Plug, 6...Cagulating agent, 7...Groove, 8...Tape.
Claims (1)
ンプを使用して固結剤を注入する亀裂内への固結
剤注入工法において、該構造物表面を削り複数の
亀裂に交叉させて溝を形成し、線状材を該溝内に
入れ該構造物の表面に各亀裂に交差させて当てが
つた該線状材をシール剤をもつて埋め込み、該シ
ール剤の固化後に該線状材を引き抜いて該各亀裂
に連通させた固結剤注入路を形成するともに該各
亀裂の表面開口部分をシール剤をもつて被覆し、
前記注入路より固結剤を圧入することを特徴とし
てなる亀裂内への固結剤注入工法。 2 コンクリート等の構造物に生じた亀裂内にポ
ンプを使用して固結剤を注入する亀裂内への固結
剤注入工法において、複数の亀裂に交叉させて構
造物の表面を削り取つて溝を形成し、該溝の外側
に粘着テープを貼り、その粘着テープの外側にシ
ール剤を塗布して該各亀裂に連通させた固結剤注
入路を形成するとともに各亀裂の表面開口部分を
シール剤をもつて被覆し、前記注入路より固結剤
を圧入することを特徴としてなる亀裂内への固結
剤注入工法。[Claims] 1. In a method of injecting a solidifying agent into cracks in a structure such as concrete using a pump, the surface of the structure is scraped to form multiple cracks. A wire material is placed in the groove to form a groove, and the wire material is applied to the surface of the structure so as to intersect each crack, and the wire material is embedded with a sealant, and after the sealant solidifies. Pulling out the wire material to form a solidifying agent injection path communicating with each crack, and covering the surface opening of each crack with a sealant,
A method for injecting a solidifying agent into a crack, which comprises pressurizing the solidifying agent through the injection path. 2 In the method of injecting cement into cracks using a pump into cracks that occur in structures such as concrete, grooves are created by scraping the surface of the structure across multiple cracks. , apply adhesive tape to the outside of the groove, and apply a sealant to the outside of the adhesive tape to form a hardening agent injection path communicating with each crack, and seal the surface opening of each crack. 1. A method for injecting a solidifying agent into a crack, the method comprising: coating the crack with a hardening agent, and press-fitting the solidifying agent into the crack through the injection path.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14382979A JPS5670368A (en) | 1979-11-08 | 1979-11-08 | Solidifying agent injection for cracks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14382979A JPS5670368A (en) | 1979-11-08 | 1979-11-08 | Solidifying agent injection for cracks |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5670368A JPS5670368A (en) | 1981-06-12 |
| JPS6339749B2 true JPS6339749B2 (en) | 1988-08-08 |
Family
ID=15347908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14382979A Granted JPS5670368A (en) | 1979-11-08 | 1979-11-08 | Solidifying agent injection for cracks |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5670368A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20210049469A (en) * | 2019-10-25 | 2021-05-06 | 주식회사 엘지화학 | Novel compound and organic light emitting device comprising the same |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS603946B2 (en) * | 1975-09-20 | 1985-01-31 | 稔 須田 | Grinding method using a tangential feed centerless grinder |
| JPS54143830A (en) * | 1978-04-28 | 1979-11-09 | Furukawa Battery Co Ltd | Method of producing electrode plate for alkaline storage battery |
-
1979
- 1979-11-08 JP JP14382979A patent/JPS5670368A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20210049469A (en) * | 2019-10-25 | 2021-05-06 | 주식회사 엘지화학 | Novel compound and organic light emitting device comprising the same |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5670368A (en) | 1981-06-12 |
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