JPH0420106Y2 - - Google Patents
Info
- Publication number
- JPH0420106Y2 JPH0420106Y2 JP1984194403U JP19440384U JPH0420106Y2 JP H0420106 Y2 JPH0420106 Y2 JP H0420106Y2 JP 1984194403 U JP1984194403 U JP 1984194403U JP 19440384 U JP19440384 U JP 19440384U JP H0420106 Y2 JPH0420106 Y2 JP H0420106Y2
- Authority
- JP
- Japan
- Prior art keywords
- water
- swellable
- round
- round piece
- rubber
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
本考案は、水膨潤性丸駒、詳しくはコンクリー
ト構造物補修用水膨潤性丸駒、更に詳しくは、コ
ンクリート型枠を用いて打設されたコンクリート
構造物の一部に生じるコンクリート穴(コン穴)
の補修に用いられる水膨潤性丸駒に関する。[Detailed description of the invention] [Field of industrial application] The present invention is a water-swellable round piece, specifically a water-swellable round piece for repairing concrete structures, and more specifically, a water-swellable round piece cast using a concrete formwork. Concrete hole (con-hole) that occurs in a part of a concrete structure
This invention relates to water-swellable round pieces used for repairing.
[従来の技術と問題点]
コンクリート型枠を用いてコンクリート構造物
を打設する場合、コンクリート型枠は、通常、締
具(セパレータ)を用いて所定間隔に保持され、
この締具は、コンクリート型枠の離脱後にはコン
クリート構造物中に埋設される。そして、コンク
リート型枠の離脱後には、締具である丸セパ(セ
パレータ)の端部がコンクリート構造物の一部に
露出され且つ該端部の周囲にコン穴が生じるた
め、この丸セパの端部からの浸水により、丸セ
パ、鉄筋の発錆やコンクリート構造物の劣化が起
こる。近年、コンクリートに海砂の使用が多くな
つたため、この傾向はさらに激しくなつてきた。[Prior art and problems] When concrete structures are cast using concrete formwork, the concrete formwork is usually held at predetermined intervals using fasteners (separators).
This fastener is embedded in the concrete structure after the concrete formwork is removed. After the concrete formwork is removed, the end of the round separator, which is a fastener, is exposed to a part of the concrete structure and a hole is created around the end. Water seepage from the area causes rusting of the round separator and reinforcing bars, and deterioration of the concrete structure. In recent years, this trend has become even more intense due to the increased use of sea sand in concrete.
このため、コン穴をできるだけ大きくし、コン
穴の補修を完全に行なうことにより、止水を完全
に行なうよう、指導強化されつつある。 For this reason, guidance is being strengthened to completely shut off water by making the hole as large as possible and completely repairing the hole.
コン穴の補修工法としては、第6図の如く、コ
ン穴9の形状にあわせたモルタル製丸駒(または
プラスチツク製丸駒)10に例えば、2液タイプ
エポキシパテ11をつけ、コン穴に押し込み、丸
駒の固定と止水を行い、場合によつてはモルタル
等により、外壁表面仕上げを行なうのが一般的で
ある。 As shown in Fig. 6, the method for repairing a connecting hole is to apply two-component type epoxy putty 11 to a mortar round piece (or plastic round piece) 10 that matches the shape of the connecting hole 9, and push it into the connecting hole. It is common to fix the round pieces and stop water, and in some cases, finish the outer wall surface with mortar or the like.
しかし、この方法には次のような欠点がある。
コンクリートの収縮、振動等により、コン穴接
合面が剥離し漏水が起こる。現場でのパテの調
合に手間がかかり、配合ミスもある。1液パテ
であつても丸駒に塗布する量により、コン穴を密
封できなかつたり、多すぎるとあふれて、壁表面
の外観を悪くする等、工事が繁雑でかつバラツキ
が多い。モルタル製丸駒の場合、収縮による形
状のバラツキがある他、成形時間が長く、生産性
が悪い。 However, this method has the following drawbacks.
Due to concrete shrinkage, vibration, etc., the joint surfaces of the concrete holes separate, causing water leakage. Mixing the putty on-site is time-consuming and can result in mixing errors. Even with one-component putty, depending on the amount applied to the round pieces, it may not be possible to seal the hole, and if it is too much, it will overflow, degrading the appearance of the wall surface, making the construction work complicated and variable. In the case of mortar round pieces, there are variations in shape due to shrinkage, and the molding time is long, resulting in poor productivity.
したがつて、第7図の様に、コン穴9にゴム、
水膨潤性ゴム製のパツキン12を入れ、丸駒のね
じ山にあわせたプラスチツク製丸駒(図示せず)
をねじこんで、止水補修を行なう方法もあるが、
丸セパのねじ山にあわせた丸駒の製造の困難さ
と、現場でねじこんでいくという施工上の欠点が
認められる。 Therefore, as shown in Figure 7, insert rubber into the contact hole 9.
A plastic round piece (not shown) with a water-swellable rubber gasket 12 inserted and matched to the screw thread of the round piece.
There is also a way to repair the water stop by screwing it in.
It is recognized that it is difficult to manufacture round pieces that match the threads of the round separator, and that there are drawbacks to the construction of screwing in on-site.
また第8図の如く、コン穴9ではなく、丸セパ
8にゴムや水膨潤性ゴムリング13を装着着して
コンクリートを打設し、丸セパからの浸水を防ぐ
方法もとられ始めているが、これでもやはりコン
穴の補修は必要であり、かつ丸セパリングより外
壁に近い部分の錆は、表面に流れ出て、外壁を汚
すことになる。 Also, as shown in Figure 8, a method has begun to be taken in which concrete is poured by attaching rubber or a water-swellable rubber ring 13 to the round separator 8 instead of the cone hole 9 to prevent water from seeping through the round separator. However, the hole still needs to be repaired, and the rust in the part closer to the outer wall than the round separation will flow to the surface and stain the outer wall.
さらに特開昭53−98128号公報には、内周面・
内底面の一部または全部を水膨潤性物質で被覆し
た埋込用丸駒や、丸セパの先端に被嵌する水潤性
帽体が提案されているが、このような被覆型押込
用丸駒は製造が困難であり、また埋込用丸駒と別
個の帽体を併用するのは作業上繁雑である等の問
題点がある。また使用すべき水膨潤性物質につい
ても、上記公報には特定の化合物が何ら開示され
ておらず、一般的に水膨潤性物質が使用できる旨
の開示に止まるが、一口に水膨潤性物質といつて
も種々のものがあり、その全てが埋込用丸駒用に
適当なものでもない。 Furthermore, in Japanese Patent Application Laid-open No. 53-98128, the inner circumferential surface
An embedding round piece whose inner bottom surface is partially or completely covered with a water-swellable substance and a water-wettable cap body that fits over the tip of a round separator have been proposed. The pieces are difficult to manufacture, and the use of a separate cap body together with a round piece for embedding poses problems such as complicated work. Regarding the water-swelling substances that should be used, the above publication does not disclose any specific compounds, and only generally discloses that water-swellable substances can be used. There are always a variety of options available, and not all of them are suitable for mounting round pieces.
本考案はこれらの問題点を解決するもので、製
造現場での取り付けが簡単で、かつ完全止水効果
がある丸駒を提供するものである。 The present invention solves these problems by providing a round piece that is easy to install at the manufacturing site and has a completely waterproof effect.
[問題点を解決するための手段]
本考案の水膨潤性丸駒は、丸駒本体1と、該丸
駒本体1の先端に設けた水膨潤性ゴムからなる先
端部2とを一体成形してなり、且つ上記先端部2
の中央に、コンクリート型枠の締具であるセパレ
ータ先端部を差し込み可能な差し込み穴3を設け
たものである。[Means for Solving the Problems] The water-swellable round piece of the present invention is made by integrally molding a round piece body 1 and a tip portion 2 made of water-swellable rubber provided at the tip of the round piece body 1. and the tip 2
An insertion hole 3 is provided in the center into which the tip of a separator, which is a fastener for concrete formwork, can be inserted.
尚、セパレータ先端部の大きさ(径の大きさ)
は、略一定であるから、本考案の水膨潤性丸駒に
おける上記差し込み穴3の大きさ(径の大きさ)
は、セパレータ先端部(丸セパ先端部)を容易に
差し込み可能で且つ脱落しにくいように、セパレ
ータ先端部の径よりもやや小さくするのが好まし
い。 In addition, the size of the separator tip (diameter size)
is approximately constant, so the size (diameter size) of the insertion hole 3 in the water-swellable round piece of the present invention
is preferably slightly smaller than the diameter of the separator tip so that the separator tip (round separator tip) can be easily inserted and difficult to fall off.
第1図は、本考案の水膨潤性丸駒の一例を示す
もので、丸駒本体1に水膨潤性ゴム2を一体成形
し、丸セパ先端部よりやや小さめの差し込み穴3
をあけたものである。また第2図を水膨潤性丸駒
は、同様に本体1と一体成形した水膨潤性ゴム部
分2に、ねじ山のついた差し込め穴3をあけたも
のである。これらの丸駒は、ゴム弾性によりセパ
レータ先端部に容易に差し込め、かつ脱落しにく
く、さらに水膨潤性ゴムにより高度止水が可能で
ある。 Figure 1 shows an example of the water-swellable round piece of the present invention, in which water-swellable rubber 2 is integrally molded on the round piece body 1, and an insertion hole 3 is slightly smaller than the tip of the round separator.
It is an open one. The water-swellable round piece shown in FIG. 2 has a threaded insertion hole 3 formed in a water-swellable rubber portion 2 that is similarly molded integrally with the main body 1. These round pieces can be easily inserted into the tip of the separator due to their rubber elasticity, and are difficult to fall off, and are also highly waterproof due to their water-swellable rubber.
このように丸駒本体と水膨潤性ゴム部分を一体
成型する場合は、一体化を確実にするためアンダ
ーカツト等を設けることが好ましい。 When the round piece body and the water-swellable rubber portion are integrally molded in this manner, it is preferable to provide an undercut or the like to ensure integration.
第3図はさらに止水効果を向上させるため、丸
駒上部に水膨潤性ゴムリング4を取り付けたもの
である。かかるリングは、外部からの侵入水に最
初に接触して膨潤するので、その膨潤圧力で丸駒
を固定する働きをする。よつて下部の水膨潤性ゴ
ムの膨張による丸駒の浮き上がりを防止する。 In FIG. 3, a water-swellable rubber ring 4 is attached to the upper part of the round piece in order to further improve the water-stopping effect. This ring swells when it first comes into contact with water entering from the outside, and its swelling pressure serves to fix the round piece. This prevents the round pieces from lifting up due to expansion of the water-swellable rubber at the bottom.
また、第4図のように、丸駒の脱落を防止する
ため、丸駒の差し込み穴3の奥に磁石5を埋込ん
でおくのもよい。 Further, as shown in FIG. 4, in order to prevent the round pieces from falling off, it is also advisable to embed a magnet 5 deep inside the insertion hole 3 of the round piece.
水膨潤性ゴムは、ゴム弾性により一次止水を行
い、さらに水と接触して膨張することにより、止
水を完全に行なうものであるが、水圧の高い地下
構造物の場合、水膨潤性ゴムが膨張する以前に漏
水が起こる可能性がある。このような場合は、第
5図のように、丸駒本体にくぼみ6をつけ、埋込
み前にこのくぼみ部分に、水膨潤性シーラント、
エポキシパテなどを塗りつけ、埋込を行い、この
ようなシーラントやパテの接着力により、初期止
水を完全にすることもできる。 Water-swellable rubber performs a primary water stop due to its rubber elasticity, and then completely stops water by expanding upon contact with water. However, in the case of underground structures with high water pressure, water-swellable rubber Water leakage may occur before the water expands. In such a case, as shown in Figure 5, make a recess 6 in the body of the round piece and apply water-swellable sealant,
It is also possible to apply epoxy putty and embed it, and use the adhesive strength of such sealant and putty to completely seal off the initial water.
本考案の水膨潤性ゴムとして好ましいものは、
水膨潤性ポリウレタン含有可撓性物質であり、特
に好ましいのは、水膨潤性ポリウレタンと天然ゴ
ム、合成ゴム、もしくは再生ゴム等の混合物から
なる可撓性物質である。 Preferred water-swellable rubbers of the present invention are:
The water-swellable polyurethane-containing flexible material is particularly preferred, and a flexible material comprising a mixture of water-swellable polyurethane and natural rubber, synthetic rubber, recycled rubber, etc. is particularly preferred.
本考案の水膨潤性丸駒を製造するには、丸駒本
体と水膨潤性ゴム成形品を別々に成形し、接着剤
ではりあわせてもよいが、作業が繁雑で生産性も
よくない。また射出成形の型に、水膨潤性ゴム成
型品をセツトし、プラスチツクの射出成型を行
い、一体化した成型品をつくることもできるが、
射出成型時の高圧、高温により、ゴムの劣化が起
こり、好ましくない。従つて、注入圧力と、原料
温度が低くて成型でき、さらに成型時間が短い樹
脂を使用することが好ましい。 In order to manufacture the water-swellable round pieces of the present invention, the round piece body and the water-swellable rubber molded article may be separately molded and then glued together using an adhesive, but this is a complicated process and is not very productive. It is also possible to create an integrated molded product by placing a water-swellable rubber molded product in an injection mold and performing plastic injection molding.
High pressure and high temperatures during injection molding cause deterioration of the rubber, which is undesirable. Therefore, it is preferable to use a resin that can be molded with low injection pressure and raw material temperature, and that requires a short molding time.
このような条件にあう樹脂として、ポリウレタ
ン樹脂があり、これで丸駒本体を製造することが
好ましいが、本考案の丸駒製造に特に適当なポリ
ウレタン樹脂として次のようなものがある。 Polyurethane resins are examples of resins that meet these conditions, and it is preferable to use them to manufacture the round piece bodies, but the following polyurethane resins are particularly suitable for manufacturing the round pieces of the present invention.
すなわち、モノエタノールアミン、エチレンジ
アミン、ジアミノジフエニルメタン、ジエチレン
トリアミン、ヘキサメチレンジアミン等のアミン
化合物に、アルキレンオキサイドを活性水素1個
当たり1−5モル付加させてなるポリオールを、
可塑剤(ジブチルフタレート、ジオクチルフタレ
ート、キシレン、石油ソルベント等)に稀釈し低
粘度化したものと、ポリイソシアネートを混合攪
拌してなるポリウレタン樹脂は、低粘度で型に注
入でき、無発泡で20秒−1分で脱型可能であり、
ゴムとの一体成型品が容易に得られる。 That is, a polyol obtained by adding 1 to 5 moles of alkylene oxide per active hydrogen to an amine compound such as monoethanolamine, ethylene diamine, diaminodiphenylmethane, diethylene triamine, hexamethylene diamine, etc.
A polyurethane resin made by mixing and stirring polyisocyanate with a material diluted with a plasticizer (dibutyl phthalate, dioctyl phthalate, xylene, petroleum solvent, etc.) to lower the viscosity, has a low viscosity and can be poured into a mold in 20 seconds without foaming. - Can be demolded in 1 minute,
An integrally molded product with rubber can be easily obtained.
アミンベースポリオールは、一般には粘度が高
く、扱いにくいが、可塑剤で稀釈することによ
り、10−300cpsの低粘度にでき、かつ反応時間も
早く、ポリウレタン樹脂からの稀釈剤のブリー
ド、拡散もなく、良質な成型品が得られるので本
考案の丸駒本体の原料として好ましい。 Amine-based polyols generally have a high viscosity and are difficult to handle, but by diluting them with a plasticizer, they can be made to have a low viscosity of 10-300 cps, and the reaction time is fast, and there is no bleeding or diffusion of the diluent from the polyurethane resin. Since a high-quality molded product can be obtained, it is preferable as a raw material for the round piece body of the present invention.
また、この成型法は、射出成型やRIM成型と
ちがい、常圧で注入可能であり、型の材質強度が
弱くてすむという利点があるので、短時間で低価
格の生産性のよいゴムとの一体成型品をつくるこ
とができる。 In addition, unlike injection molding or RIM molding, this molding method has the advantage of being able to be injected under normal pressure and requiring only weak mold material strength. It is possible to create integrally molded products.
なお、同じ成型法でポリウレタン樹脂のかわり
に、セメントモルタルを注入成型することもでき
るが、硬化時間が長いという致命的な欠点がある
上に、ゴムリングとの密着が悪く、欠けやすいの
で好ましくなる。さらにポリウレタン樹脂にかえ
て、エポキシ樹脂や不飽和ポリエステル樹脂等の
熱硬化性樹脂を注入することもできるが、エポキ
シ樹脂は、高粘度、遅反応性、硬化収縮等の欠点
があり、不飽和ポリエステル樹脂には、臭気、硬
化収縮大等の欠点がある。 It is also possible to use the same molding method to inject cement mortar instead of polyurethane resin, but this is not preferred because it has the fatal drawback of taking a long time to harden and is also prone to chipping due to poor adhesion to the rubber ring. . Furthermore, instead of polyurethane resin, thermosetting resins such as epoxy resins and unsaturated polyester resins can be injected, but epoxy resins have drawbacks such as high viscosity, slow reaction, and curing shrinkage, and unsaturated polyester resins Resins have drawbacks such as odor and large curing shrinkage.
さらに、水膨潤性ゴムが水を吸収すると乾燥状
態でも水の放出の少ない、いわゆる不可逆性水膨
潤性ゴムであれば、乾燥状態でも非常に止水硬化
のある丸駒が得られる。このような不可逆性水膨
潤性ゴムには、水膨潤性ウレタン樹脂とゴム類に
さらにセメントを入れたものがある。 Furthermore, if the water-swellable rubber absorbs water and releases little water even in the dry state, so-called irreversible water-swellable rubber, it is possible to obtain round pieces that are highly watertight and harden even in the dry state. Some of these irreversible water-swellable rubbers include water-swellable urethane resins, rubbers, and cement.
[丸駒製造例]
エチレンジアミン1モルに、プロピレンオキサ
イド4モルを付加したポリオール(OHV760)40
部を、オクチルアジペート60部に混合溶解した。
このものの粘度は70cpsであつた。このポリオー
ル100部と、NCO%が30.5のクルードMD1(粘度
250cps)78部を混合、型に注入した。常温下約1
分で脱型可能であり、水膨潤性ゴムと完全に密着
一体成型された丸駒が得られた。[Marukoma production example] Polyol (OHV760) 40 with 4 moles of propylene oxide added to 1 mole of ethylenediamine
1 part was mixed and dissolved in 60 parts of octyl adipate.
The viscosity of this product was 70 cps. 100 parts of this polyol and crude MD1 with an NCO% of 30.5 (viscosity
250cps) was mixed and poured into a mold. Approximately 1 at room temperature
The mold could be demolded in minutes, and a round piece was obtained that was integrally molded in perfect contact with the water-swellable rubber.
[考案の効果]
本考案の水膨潤性丸駒は、その先端部からコン
穴に埋込むだけで良いから、施工現場での取り付
けが簡単で、しかも、先端部に差し込み穴を設け
てあり、丸セパ先端部が差し込み穴に差し込まれ
るから、止水効果を一層完全なものとすることが
できる。[Effects of the invention] The water-swellable round piece of this invention can be easily installed at the construction site because it only needs to be inserted into the connecting hole from its tip.Moreover, it has an insertion hole at the tip. Since the tip of the round separator is inserted into the insertion hole, the water-stopping effect can be made even more complete.
第1図、第2図、第3図、第4図及び第5図
は、それぞれ本考案の水膨潤性丸駒の実施例を示
す断面図、第6図、第7図及び第8図は、それぞ
れ従来の施工状態を示す断面図である。
1……丸駒本体、2……水膨潤性ゴム、3……
差し込み用穴、4……水膨潤性ゴムリング、5…
…磁石、6……くぼみ、7……コンクリート構造
物、8……丸セパ、9……コン穴、10……丸
駒、11……パテ、12……パツキン、13……
丸セパリング。
1, 2, 3, 4, and 5 are cross-sectional views showing examples of the water-swellable round pieces of the present invention, and FIGS. 6, 7, and 8 are FIG. 3 is a sectional view showing a conventional construction state. 1... Round piece body, 2... Water-swellable rubber, 3...
Insertion hole, 4...Water-swellable rubber ring, 5...
... Magnet, 6 ... Hollow, 7 ... Concrete structure, 8 ... Round separation, 9 ... Connection hole, 10 ... Round piece, 11 ... Putty, 12 ... Packing, 13 ...
Round separation.
Claims (1)
膨潤性ゴムからなる先端部2とを一体成形してな
り、且つ上記先端部2の中央に、コンクリート型
枠の締具であるセパレータ先端部を差し込み可能
な差し込み穴3を設けた水膨潤性丸駒。 A round piece body 1 and a tip portion 2 made of water-swellable rubber provided at the tip of the round piece body 1 are integrally molded, and a concrete formwork fastener is provided at the center of the tip portion 2. A water-swellable round piece provided with an insertion hole 3 into which a separator tip can be inserted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1984194403U JPH0420106Y2 (en) | 1984-12-24 | 1984-12-24 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1984194403U JPH0420106Y2 (en) | 1984-12-24 | 1984-12-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61108755U JPS61108755U (en) | 1986-07-10 |
| JPH0420106Y2 true JPH0420106Y2 (en) | 1992-05-08 |
Family
ID=30751852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1984194403U Expired JPH0420106Y2 (en) | 1984-12-24 | 1984-12-24 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0420106Y2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02245375A (en) * | 1989-03-20 | 1990-10-01 | Fujitsu Ltd | Marking method |
| JP5461920B2 (en) * | 2009-08-24 | 2014-04-02 | 齊藤 ▲隆▼ | Concrete wall surface filling member and method of using the same |
| JP2014125800A (en) * | 2012-12-27 | 2014-07-07 | Kunimoto Co Ltd | Auxiliary tool for concrete form assembly |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5784237U (en) * | 1980-11-13 | 1982-05-25 | ||
| JPS5784244U (en) * | 1980-11-13 | 1982-05-25 |
-
1984
- 1984-12-24 JP JP1984194403U patent/JPH0420106Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61108755U (en) | 1986-07-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA1259749A (en) | Method of stopping leakage of water in concrete structure and impregnating agent for use in said method | |
| JP3981666B2 (en) | Plastic micropacker and medium / low pressure crack repair method using the same | |
| KR102213806B1 (en) | Waterproofing method of structures | |
| CN101691739A (en) | Composite type self-adhesion water stop band, manufacturing method and construction method | |
| KR101835390B1 (en) | Flexible unit for repairing cracked part of concrete structure and maintenance method of cracked part using the flexible unit | |
| JPH0420106Y2 (en) | ||
| KR101742919B1 (en) | A waterproofing concrete wall using tile constructing methode thereof | |
| JP4299715B2 (en) | Rehabilitation method for inner surface of manhole | |
| KR920009132B1 (en) | Penetration prevention device such as rainwater in separator part in concrete structure | |
| KR101699210B1 (en) | A waterproofing concrete wall using tile constructing methode thereof | |
| KR20220149200A (en) | Resin-lined concrete sewer pipe with improved durability and prevention of sinkholes and manufacturing method | |
| JP4027817B2 (en) | High pressure injection water stop method and water stop material used therefor | |
| KR200351244Y1 (en) | chemical anchor | |
| JPH0827822A (en) | Manhole repair method and manhole repair material | |
| JPS583111B2 (en) | How to repair water leakage in concrete structures | |
| JPH0238700A (en) | Patching of crack, joint and the like of concrete structure | |
| TWI913160B (en) | Module for forming grouting inlets or outlets in precast columns, column structure, and method for forming grouting inlets or outlets in precast columns | |
| JPS6363828A (en) | Water-proof junction for concrete structure | |
| JP2003155897A (en) | Segment, manufacturing method for segment, and fixing method for bolt box cover | |
| JPS6224673Y2 (en) | ||
| JP3332076B2 (en) | Water stop method for P-con trace hole | |
| JPH0633613A (en) | Water-stopping method for water leakage around separators of concrete structures and tools for injecting water-stopping materials | |
| KR102923923B1 (en) | Method for installing prefabricated wall panels and wall structure thereof | |
| KR200229799Y1 (en) | resinous form with pattern | |
| SU1505834A2 (en) | Method of repairing hull structures |