JPS6324077B2 - - Google Patents
Info
- Publication number
- JPS6324077B2 JPS6324077B2 JP58050500A JP5050083A JPS6324077B2 JP S6324077 B2 JPS6324077 B2 JP S6324077B2 JP 58050500 A JP58050500 A JP 58050500A JP 5050083 A JP5050083 A JP 5050083A JP S6324077 B2 JPS6324077 B2 JP S6324077B2
- Authority
- JP
- Japan
- Prior art keywords
- corrosion
- galvanic anode
- steel
- concrete
- mortar
- 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
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Building Environments (AREA)
- Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
- Prevention Of Electric Corrosion (AREA)
Description
【発明の詳細な説明】
本発明は土壌中における腐食の防食対策を容易
かつ完全ならしめた地下スペース外壁構造に関す
るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an outer wall structure for an underground space that facilitates and completes corrosion prevention measures in soil.
土中埋設配管や地下室、地下タンクなどは長期
の使用に耐えられるように土壌腐食の対策が必要
である。土中では酸素、水分、可溶性塩などの腐
食因子が複雑に関与し、また時間的にも変化し、
一義的に腐食性をきめることが困難である。さら
に同一構造物の接する環境が不均一であり、この
ため長時間後、孔食など局部腐食が生じ易い。し
かもその予測が困難なため、腐食性が低いとみら
れる土中でも予想外に孔食が進行して短期間に貫
通することがある。その上、土中構造物は腐食の
程度を検査する技術や補修技術が困難なため、と
くに安全を要する地下構造物では半永久的でメン
テナンスフリーの防食対策を必要とする。 Piping buried underground, basements, underground tanks, etc. require measures against soil corrosion so that they can withstand long-term use. In the soil, corrosion factors such as oxygen, moisture, and soluble salts are involved in a complex manner and change over time.
It is difficult to uniquely determine corrosivity. Furthermore, the environment in which the same structures come into contact is non-uniform, and as a result, localized corrosion such as pitting corrosion is likely to occur after a long period of time. Moreover, because it is difficult to predict, pitting corrosion may progress unexpectedly and penetrate in a short period of time even in soil that is considered to be of low corrosivity. Furthermore, it is difficult to test the degree of corrosion and repair techniques for underground structures, so underground structures that require particularly high safety require semi-permanent and maintenance-free anti-corrosion measures.
従来は土中に鋼製構造物を建設する場合には防
食対策として塗料やライニング材料を用いる塗覆
装や電気防食が用いられている。塗覆装の場合、
土木工事などの際塗膜に損傷が生じるとその部分
に腐食が集中して孔食となるので、電気防食を併
用しておくとたとえ欠陥ができても、その部分の
保護は十分になされる。土中構造物に電気防食を
施す場合には第1図に示すようにバツクフイル8
で包んだ流電陽極3を塗膜2で被覆した構造物の
パネル1に近接して土砂6中に埋設し、結線5で
導通をはかるのが通常の手段である。なお、バツ
クフイル8は流電陽極3の接地抵抗を減じ防食電
流の発生を容易にするために土中での防食施工に
通常使用されるもので、石膏・ベントナイト・ボ
ウ硝を3:6:1の割合に混合したものが一般的
である。 Conventionally, when constructing a steel structure underground, coating with paint or lining material and cathodic protection have been used as anti-corrosion measures. In case of painting,
If the paint film is damaged during civil engineering work, corrosion will concentrate in that area and cause pitting corrosion, so if cathodic protection is used in conjunction with this, even if a defect occurs, that area will be sufficiently protected. . When applying cathodic protection to underground structures, use a backing film 8 as shown in Figure 1.
The usual method is to embed a galvanic anode 3 wrapped in earth and sand 6 in earth and sand 6 in close proximity to a panel 1 of a structure covered with a coating film 2, and to establish continuity with a wire 5. The backing film 8 is normally used for corrosion prevention work in the soil in order to reduce the grounding resistance of the galvanic anode 3 and facilitate the generation of corrosion protection current, and is made of gypsum, bentonite, and copper sulfur in a ratio of 3:6:1. It is common to mix them in the following proportions.
上述の方法では電気防食の施工工事が構造物の
埋設工事に加算されるので工事の規模が大きくな
り、小型地下スペースなどを増設する場合には敷
地が十分とれず、流電陽極の埋設が困難である。
したがつて、通常は無塗装または簡略塗装の鋼板
パネル外部をコンクリートで固める工法がとられ
ているのが現状である。ところでコンクリートは
その本来もつアルカリ性により地鉄の溶出を抑
え、さらに鋼構造物の浮力を抑える役目ももつ一
つの防食施工法ではある。しかしながら長期使用
中にはき裂が生じ、腐食性地下水が浸透して孔食
が発生することもあり、万全の防食対策とはなら
ない。 In the above method, the construction work for cathodic protection is added to the construction work for burying the structure, which increases the scale of the work, and when adding a small underground space, there is not enough land, making it difficult to bury the galvanic anode. It is.
Therefore, the current method is to harden the exterior of unpainted or lightly painted steel panels with concrete. By the way, concrete is a corrosion-proof construction method that suppresses the elution of base metal due to its inherent alkalinity, and also suppresses the buoyancy of steel structures. However, during long-term use, cracks may form, corrosive groundwater may penetrate, and pitting corrosion may occur, so it is not a perfect anti-corrosion measure.
本発明は以上のような防食仕様を簡略化し、し
かも上述のような欠点を補い、防食効果のきわめ
て高い地下スペース外壁構造を提供するものであ
る。すなわち、本発明の鋼製部材の一部に鋼より
卑な電位を示す金属または合金よりなる流電陽極
を電気的導通を保つてパネルに取付け、該部材の
流電陽極取付部以外をモルタルまたはコンクリー
トで被覆するとともに、該流電陽極をバツクフイ
ルで被覆することを特徴とする防食性のすぐれた
地下スペース外壁構造である。 The present invention simplifies the above-mentioned corrosion protection specifications, compensates for the above-mentioned drawbacks, and provides an underground space outer wall structure with extremely high corrosion protection effects. That is, a galvanic anode made of a metal or alloy having a potential less base than steel is attached to a part of the steel member of the present invention to a panel while maintaining electrical continuity, and the part of the member other than the part where the galvanic anode is attached is covered with mortar or This is an exterior wall structure for an underground space with excellent corrosion resistance, which is characterized in that it is covered with concrete and the galvanic anode is covered with a backing film.
以下に本発明を図面に基いて詳細に説明する。 The present invention will be explained in detail below based on the drawings.
第2図は防食塗膜2をもつ鋼材パネル1に鋼よ
り卑な電位を示す金属または合金よりなる流電陽
極3を溶接またはボルトナツトなどの接続手段4
で取付けて鋼材パネル1との導通をはかり、該流
電陽極3の取付部以外の鋼材パネル部分をモルタ
ルまたはコンクリート7で所望の厚さに被覆し、
流電陽極3についてはすでに述べたようなバツク
フイル8で被覆した構造を示すものであつて、第
2図ではこれが土砂6中に埋設された状態を示し
ている。このようにするとモルタルまたはコンク
リート7にき裂が生じても流電陽極3の作用で局
部腐食の発生を抑制するので万全の防食対策を与
えることができる。 Fig. 2 shows a galvanic anode 3 made of a metal or alloy having a potential lower than that of steel to a steel panel 1 having an anticorrosive coating 2, and a connecting means 4 such as welding or bolts.
to ensure electrical continuity with the steel panel 1, and cover the steel panel portions other than the mounting portion of the galvanic anode 3 with mortar or concrete 7 to a desired thickness;
The galvanic anode 3 has a structure covered with the backing film 8 as described above, and FIG. 2 shows it buried in earth and sand 6. In this way, even if cracks occur in the mortar or concrete 7, local corrosion is suppressed by the action of the galvanic anode 3, thereby providing a complete anti-corrosion measure.
就中、本発明構造の最大の特徴は流電陽極3が
バツクフイル8でのみ被覆されており、モルタル
またはコンクリート7では被覆されていないとこ
ろにある。したがつて、流電陽極の消費に伴う反
応生成物の蓄積による体積膨張の圧力でモルタル
またはコンクリート7がひび割れを起す懸念をも
たなくてよいという利点がある。さらに、本発明
構造については無塗装の鋼材パネルを使用するこ
とも可能であるが、海岸埋立地などのような苛酷
な環境で使用する場合には防食塗装を施した鋼材
パネルの方が適している。その上本発明構造のも
のは工場においてその一部または全部をあらかじ
め製作しておいてもよく、また全ての構造を現地
で組立ててもよい。 Above all, the most important feature of the structure of the present invention is that the galvanic anode 3 is covered only with the backing film 8 and not with mortar or concrete 7. Therefore, there is an advantage that there is no need to worry about the mortar or concrete 7 cracking due to the pressure of volumetric expansion due to the accumulation of reaction products as the galvanic anode is consumed. Furthermore, although it is possible to use unpainted steel panels for the structure of the present invention, steel panels with anti-corrosion coating are more suitable when used in harsh environments such as coastal landfills. There is. Furthermore, the structure of the present invention may be partially or entirely prefabricated in a factory, or the entire structure may be assembled on site.
なお、本発明構造に用いる流電陽極の種類、サ
イズ、数量は埋設構造物の接地表面積と要求寿命
および土壌の抵抗率に応じて従来の電気防食設計
に準じて決定される。流電陽極の形状は溶接取付
用の芯金付でもボルトナツト取付用のボルト穴付
でもよいが、単位部材がパネルの場合など運搬に
適した形状とするためには平板状のものが適して
いる。 The type, size, and quantity of galvanic anodes used in the structure of the present invention are determined in accordance with conventional cathodic protection design according to the grounded surface area and required life of the buried structure and the resistivity of the soil. The shape of the galvanic anode can be either with a core for welding installation or with bolt holes for bolt/nut installation, but a flat plate is suitable in cases where the unit member is a panel and has a shape suitable for transportation. .
また、本発明構造において流電陽極を取付ける
部材は全ての部材である必要はなく、一部の部材
にのみ流電陽極を取付け、他の部材との電気的導
通を組立てボルトなどによつて確保するという構
造を採用することもできる。 In addition, in the structure of the present invention, the galvanic anodes are not necessarily attached to all the members, but the galvanic anodes are attached to only some of the members, and electrical continuity with other members is ensured using assembly bolts or the like. It is also possible to adopt a structure of
なお、本発明構造におけるモルタルまたはコン
クリートの被覆厚さはとくに制限するものではな
いが、鋼製部材面を基準として50〜200mmが適し
ている。本発明におけるモルタルまたはコンクリ
ート被覆はすでに述べたように、防食の目的で設
けたものであるが、さらに防食効果を損わない限
りにおいてモルタルまたはコンクリートに補強材
や膨張剤などを必要に応じて加えてよい。 The coating thickness of mortar or concrete in the structure of the present invention is not particularly limited, but 50 to 200 mm is suitable based on the surface of the steel member. As mentioned above, the mortar or concrete coating in the present invention is provided for the purpose of corrosion prevention, but reinforcing materials, expansion agents, etc. may be added to the mortar or concrete as necessary, as long as the corrosion prevention effect is not impaired. It's fine.
以上のような構造とすることによつて本発明は
次のような効果をもたらすものである。すなわ
ち、流電陽極設置による防食効果は周知のところ
であるが、通常行う電気防食によれば前記施工費
増の問題もさることながら、次のような技術的課
題が伴う。 By adopting the above structure, the present invention brings about the following effects. That is, although the anticorrosion effect of installing a galvanic anode is well known, the usual cathodic protection involves not only the above-mentioned problem of increased construction costs but also the following technical problems.
(1) 埋設土壌の抵抗率の測定とこれに従つた陽極
配置設計。(1) Measurement of resistivity of buried soil and anode placement design based on this measurement.
(2) 流電陽極と対象部材間の通電設計、施工、管
理。(2) Design, construction, and management of current flow between the galvanic anode and target parts.
これに対し、本発明構造においては防食電流が
バツクフイルを通り、土壌より比較的低い抵抗率
を示すモルタルまたはコンクリートを通つて鋼材
パネル面に流入するので、防食電流の分布が良好
である。したがつて、流電陽極の配置設計は構造
体の幾何学的構造と要求寿命のみを主要前提条件
とした基本設計を応用することができ、したがつ
て専門家の手を煩わすことなく容易に行うことが
できる。 On the other hand, in the structure of the present invention, the anticorrosion current flows through the backfill and into the steel panel surface through the mortar or concrete, which has a relatively lower resistivity than the soil, so the distribution of the anticorrosion current is good. Therefore, the layout design of the galvanic anode can be done by applying a basic design with only the geometrical structure of the structure and the required life as the main prerequisites, and therefore can be easily designed without the help of experts. It can be carried out.
さらにモルタルまたはコンクリート中のカルシ
ウム分が防食対象である鋼材パネル面に析出する
ことにより、裸面の場合より小さな電流で必要な
防食が行われる状態となり、経済的、且つ確実な
防食設計が可能である。 Furthermore, as calcium in the mortar or concrete precipitates on the surface of the steel panel, which is the object of corrosion protection, the necessary corrosion protection can be achieved with a smaller current than in the case of a bare surface, making it possible to create an economical and reliable corrosion protection design. be.
一方、モルタルまたはコンクリートはそれ自体
外部土壌腐食環境に対し保護的であり、被覆厚さ
が50〜200mmあれば通常は下地鋼材の腐食を防止
できるが、流電陽極が共存すれば、たとえモルタ
ルまたはコンクリートにひび割れが生じても電気
防食作用で確実に防食される。 On the other hand, mortar or concrete are themselves protective against external soil corrosive environments, and a coating thickness of 50-200 mm can usually prevent corrosion of the underlying steel, but if a galvanic anode is present, even mortar or Even if cracks occur in the concrete, the cathodic protection will ensure corrosion protection.
最後に下記実施例により本発明の効果をさらに
具体的に説明する。 Finally, the effects of the present invention will be explained in more detail with reference to the following examples.
実施例
900×2700mmの鋼板製パネルを短側面の両側に
4枚ずつ、長側面の両側に5枚ずつを用い、底面
には900×3600mmのパネルを5枚用いて製作した
総表面積約60m2の地下スペース外壁構造体におい
て900×2700mmのパネルには単重5.2Kgのマグネシ
ウム系板状流電陽極で鋼製芯材兼溶接端子を備え
たものを1パネルに1個ずつ溶接し、側面パネル
には合計18個の流電陽極を取付けた。。底面パネ
ルには流電陽極を取付けずにこの構造体を長辺5
m、短辺4m、深さ3mの全地下穴のコンクリー
ト基盤上に合着用モルタル層を介して設置し、さ
らに側面には流電陽極取付箇所を除いて100mm厚
のコンクリート被覆層を形成させ、しかる後流電
陽極を含めてその周囲の空所を通常用いられてい
るバツクフイルで充填し、本発明構造体を製作し
た。この構造体全面を土砂で埋め戻して2年間埋
設した後、堀り出して下地鋼表面を調査した結
果、側面パネルには全く錆の発生は認められず、
流電陽極を取り付けなかつた底面パネルも側面パ
ネルの流電陽極との導通によつて防食され、錆は
発生していなかつた。Example A total surface area of approximately 60 m 2 was produced using 4 steel panels of 900 x 2700 mm on each side of the short side, 5 panels on both sides of the long side, and 5 panels of 900 x 3600 mm on the bottom . For the exterior wall structure of an underground space, panels measuring 900 x 2,700 mm were welded with magnesium-based plate-shaped galvanic anodes with a unit weight of 5.2 kg, each equipped with a steel core and welding terminal. A total of 18 galvanic anodes were installed. . This structure was installed on the long side 5 without attaching a galvanic anode to the bottom panel.
It is installed on the concrete base of the entire underground hole with a width of 4 m on the short side and a depth of 3 m, with a mortar layer for joining, and a 100 mm thick concrete covering layer is formed on the sides, excluding the area where the galvanic anode is installed. A structure of the present invention was fabricated by filling the space around the trailing anode with a commonly used backing film. After backfilling the entire structure with earth and sand and burying it for two years, we excavated it and investigated the underlying steel surface. As a result, no rust was observed on the side panels.
The bottom panel, to which no galvanic anode was attached, was also protected from corrosion by electrical continuity with the galvanic anode on the side panel, and no rust occurred.
また2年間の鋼表面電位の推移からみても20年
以上の防食寿命が期待できることが判明した。 Also, judging from the change in the steel surface potential over a two-year period, it was found that a corrosion protection life of more than 20 years can be expected.
以上のように本発明は土中構造物の防食施工を
簡便にしかも不測の局部腐食発生の懸念もなく完
全に行える利点をもつものであつて、その結果、
土中構造物の耐用年数も延長され、信頼性が著し
く向上する。とくに、近年、住宅事情などの理由
で地下室の利用が重要視されており、今後の普及
のためにも、土中での防食施工は重要な意味をも
つものである。 As described above, the present invention has the advantage that corrosion protection work for underground structures can be carried out simply and completely without fear of unexpected local corrosion.
The service life of underground structures will also be extended and their reliability will be significantly improved. Particularly, in recent years, the use of basements has become more important due to housing conditions, and corrosion protection underground is of great significance for the future popularization.
第1図は従来の土中防食手段を示す断面図、第
2図は本発明構造の態様例を示す模式断面図であ
る。
1は土中埋設構造物の鋼材パネル、2は防食塗
装の塗膜、3は電気防食用流電陽極、4は流電陽
極接続手段、5は流電陽極接続結線、6は土砂、
7はモルタルまたはコンクリート、8はバツクフ
イル。
FIG. 1 is a sectional view showing a conventional underground corrosion prevention means, and FIG. 2 is a schematic sectional view showing an embodiment of the structure of the present invention. 1 is a steel panel for an underground structure, 2 is an anti-corrosion coating, 3 is a galvanic anode for cathodic protection, 4 is a galvanic anode connection means, 5 is a galvanic anode connection connection, 6 is earth and sand,
7 is mortar or concrete, 8 is backfill.
Claims (1)
属または合金よりなる流電陽極を電気的導通を保
つて取付け、該部材の流電陽極取付部以外をモル
タルまたはコンクリートで被覆するとともに該流
電陽極をバツクフイルで被覆することを特徴とす
る防食性のすぐれた地下スペース外壁構造。1. Attach a galvanic anode made of a metal or alloy with a potential lower than that of steel to a part of a steel member while maintaining electrical continuity, and cover the part of the member other than the part where the galvanic anode is attached with mortar or concrete. An exterior wall structure for an underground space with excellent corrosion resistance, characterized in that the galvanic anode is covered with a backing film.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58050500A JPS59177380A (en) | 1983-03-28 | 1983-03-28 | Construction of outside wall having excellent corrosion preventiveness for underground space |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58050500A JPS59177380A (en) | 1983-03-28 | 1983-03-28 | Construction of outside wall having excellent corrosion preventiveness for underground space |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59177380A JPS59177380A (en) | 1984-10-08 |
| JPS6324077B2 true JPS6324077B2 (en) | 1988-05-19 |
Family
ID=12860661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58050500A Granted JPS59177380A (en) | 1983-03-28 | 1983-03-28 | Construction of outside wall having excellent corrosion preventiveness for underground space |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59177380A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61233189A (en) * | 1985-04-05 | 1986-10-17 | アルフレッシュ株式会社 | Remodeled window frame |
| JPS61237788A (en) * | 1985-04-13 | 1986-10-23 | アルフレッシュ株式会社 | Remodeled window frame |
| JPS61237789A (en) * | 1985-04-13 | 1986-10-23 | アルフレッシュ株式会社 | Remodeled window frame |
| IL104836A (en) * | 1992-03-23 | 1995-12-31 | Norwegian Concrete Tech | Method for modifying bond strength between concrete and embedded steel |
| JP7384108B2 (en) * | 2020-04-21 | 2023-11-21 | Jfeエンジニアリング株式会社 | caisson |
-
1983
- 1983-03-28 JP JP58050500A patent/JPS59177380A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59177380A (en) | 1984-10-08 |
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