JPH0477082B2 - - Google Patents

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Publication number
JPH0477082B2
JPH0477082B2 JP63007284A JP728488A JPH0477082B2 JP H0477082 B2 JPH0477082 B2 JP H0477082B2 JP 63007284 A JP63007284 A JP 63007284A JP 728488 A JP728488 A JP 728488A JP H0477082 B2 JPH0477082 B2 JP H0477082B2
Authority
JP
Japan
Prior art keywords
steel
decorative
materials
construction
film
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 - Lifetime
Application number
JP63007284A
Other languages
Japanese (ja)
Other versions
JPH01182409A (en
Inventor
Yasuhiro Ashihara
Chitose Shiotani
Mitsutaka Kyotani
Toshihiro Arai
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Sumikin Kozai Kogyo KK
Original Assignee
Sumitomo Metal Industries Ltd
Sumikin Kozai Kogyo KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Industries Ltd, Sumikin Kozai Kogyo KK filed Critical Sumitomo Metal Industries Ltd
Priority to JP728488A priority Critical patent/JPH01182409A/en
Publication of JPH01182409A publication Critical patent/JPH01182409A/en
Publication of JPH0477082B2 publication Critical patent/JPH0477082B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) この発明は、護岸工事、山崩れ防止工事、宅地
造成工事などにおいて実施されるいわゆる土留工
法に関し、特に、工事の後に人目に触れる部分の
鋼材が周囲の景観を損なわせないように配慮され
た土留工法に関する。 (発明の背景) 近年、環境保全や景勝地の景観維持が重視され
るようになつて、上記のような工事でも施工後の
美観が問題にされることが多い。例えば、河川、
湖沼の護岸工事では、土留という工事目的を達成
するだけでは足りず、工事の後に、特に人目に触
れる部分が周囲の環境によく溶け込むような配慮
が必要になる。 一方では、工事費用の節減のために、できるだ
け安価な材料を使用し、且つ能率よく工事を進め
ることも必要である。かかる要求に沿う土木材料
は鋼矢板、鋼管杭、形鋼などの鋼材である。しか
し、これらの鋼材そのものは、土木工事が行われ
るような環境では鋼材特有の錆が発生し、工事の
後に長期にわたつて美観を保つようなものではな
い。 そこで、土木用鋼材に何らかの表面処理を施し
て防錆と美観維持を図ることがあるが、後述のよ
うにこれまでに提案された方法ではその効果が乏
しく、或いは施工に手間がかかり過ぎて実用性が
ない。 従つて、施工が容易でしかも長期にわたつて美
観を維持できるような土留工法が、現在強く要望
されている。 (従来の技術) 土木用鋼材は、原則的には熱間圧延のまま特別
の表面処理をせずに使用される。ただ、海岸など
特に腐食の激しいところで用いられる場合には、
防錆処理としてZnめつきや錆止め塗料の塗布が
一部で実施されている。しかし、このような表面
処理は、特に意匠性のあるものではなく、施工現
場の周囲の環境にマツチするものでもない。Zn
めつきの銀白色や錆止め塗装の朱色などは、むし
ろ周囲の自然環境から浮き上がつて景観を損なう
ことが多い。 上記の問題を解決する方法としては、鋼材の表
面、特に施工後に人目に触れる部分を周囲の環境
にマツチする様な化粧材で被覆することが考えら
れる。かかる化粧材としては、例えばプラスチツ
クモルタルであるポリマーセメントモルタル
(PCM)、レジンモルタルなどをはじめ人造石の
パネル、合成樹脂、木材など多くの種類がある。
しかし、これらの化粧材を鋼材、例えば鋼矢板に
予め貼着しておいてもその接着力が小さいため、
土留工事に際して鋼材を打設すると衝撃と振動に
よつて化粧材は剥げ落ちてしまう。仮に工事後に
化粧材が残つても、その耐久性が小さく短時間で
剥落してしまう、従つて、このような化粧材を使
用する場合には、最初に裸の鋼材を打設して工事
を終わらせた後、改めて化粧仕上げの工事をしな
ければならない。 第4図は、かかる従来の化粧材使用の土留工事
を説明する概念図である。即ち、第4図イに示す
ように鋼材(例えば鋼矢板)10を設置した土留
工事を終えたのち、同図ロに示すように水を堰き
止めた上、型枠や足場を組んで化粧材11を注
入、張り付け、或いは吹き付けするのである。 このように極めて手間のかかる工事を行つて
も、鋼材と化粧材の本質的な接着力の弱さは解消
されていないから、時間が経つにつれて化粧材が
剥げ落ち、その部分に錆が出て著しく美観を損な
う。 要するに、これまでは工事現場での打設その他
の設置作業に耐え、しかも長期にわたつて美観を
維持しうる土木用化粧鋼材がないため、上記のよ
うな余分の工事を行わざるをえず、しかも充分に
は目的を達していないのである。 (発明が解決しようとする課題) 本発明は、施工後に人目に触れるようなところ
に装飾性のある鋼材を施工する新しい工法、特に
土留工法、を提供することを目的とし、更には、
施工後長期にわたつて装飾性を維持し環境保全に
寄与することを目的としてなされたものである。 (課題を解決するための手段) 本発明の要旨は、下記(1)および(2)の土留工法に
ある。 (1) 表面の少なくとも一部が、化成処理された
Fe−Zn合金若しくはFe−Zn−Al合金のメカニ
カルプレーテイング皮膜と、この皮膜上に形成
された化粧材層とで覆われた化粧鋼材を設置す
ることを特徴とする土留工法。 (2) 表面の少なくとも一部が、Zn,Al若しくは
Zn−Al合金のめつき層と、このめつき層の上
に形成され且つ化成処理されたFe−Zn合金若
しくはFe−Zn−Al合金のメカニカルプレーテ
イング皮膜と、この皮膜上に形成された化粧材
層とで覆われた化粧鋼材を設置することを特徴
とする土留工法。 上記本発明の各工法について説明する前に、本
発明の基礎となつた知見について述べる。 従来、予め化粧材を貼着した鋼材を一般鋼材と
同じように施工することができなかつたのは、前
記のとおり鋼材と化粧材との接着力の耐久性が弱
いためである。圧延のままの鋼材、或いはこれに
Zn,Alなどをめつきした鋼材、に前記のような
化粧材を貼着しても、特に施工時の打設作業等に
伴い接着耐久力が低下する。しかし、上記接着力
を高めて耐久性を向上させ、かつ設置工事に耐え
られるようにすれば、工事は通常の鋼材を用いる
場合と同じに実施でき工事の総費用は大きく節減
できる。 本発明者は、土木用鋼材の製造に最近進歩の著
しい表面処理技術を応用することに着目し、多数
の試験を積み重ねた結果、化粧材を貼着する前の
鋼材表面に特別の下地処理を施せば、前記の接着
力並びに接着耐久力は大きく向上することを確認
した。しかもこの下地処理は、鋼材の防錆にも寄
与し、腐食性の厳しい環境での鋼材の寿命を延長
するのである。 まず、本願の第1の発明の工法について説明す
る。 第1図は、この工法に使用する鋼材の断面模式
図である。図示のとおり鋼材1の表面にメカニカ
ルプレーテイング皮膜3があり、その上に化粧材
2がある。このメカニカルプレーテイング皮膜と
いうのは、鋼球芯材をFe−Zn合金またはFe−Zn
−Al合金で被覆したシヨツト(俗にZ粒と呼ば
れることがある)を鋼材表面に吹き付けてFe−
Zn合金またはFe−Zn−Al合金を機械的に塗着し
たものである。このメカニカルプレーテイングの
基本技術は特公昭59−9312号公報に開示されてい
るが、本発明で使用するメカニカルプレーテイン
グは上記公報に紹介されるものに限らず、例えば
Znの粒とFeの粒とを混合して吹きつける方法な
ど、機械的に鋼材表面に所定の合金皮膜を形成で
きる方法なら全て採用できる。なお、メカニカル
プレーテイング皮膜としてFe−Zn合金またはFe
−Zn−Al合金を選んだのは、これらの皮膜が防
食性に優れているとともに安価であり、しかもメ
カニカルプレーテイングの技術も完成しているか
らである。なお、Fe−Zn合金といつても、機械
的なプレーテイングであるから皮膜には純Znの
相も混じることが多い。本発明ではこのような皮
膜をも含めてメカニカルプレーテイング合金皮膜
という。 メカニカルプレーテイングによつて形成される
皮膜は、電気めつきや溶融金属めつき(どぶづけ
めつき)によつて得られる通常のめつき金属皮膜
に比較すると、皮膜自体が多孔質であることとも
に表面に出入りが多く、いわゆる粗度が大きい。
本発明者の実測結果では、この粗度はRnaxで5
〜20である。このような表面であれば、前記のよ
うに化粧材との接着性は極めてよい。例えば、セ
メント系の化粧材を吹きつけ塗装する場合でも、
接着剤を用いて木材や人造石のパネルを貼る場で
も、メカニカルプレーテイング皮膜はセメントモ
ルタルや接着剤との濡れ性がよくその適度の粗度
によつてアンカー効果等がえられ、土木用鋼材と
しての充分な施工性をもつのである。 下地処理としてのメカニカルプレーテイング法
は、電気めつきや溶融めつきのように水溶液や熱
を使わない、いわゆる乾式めつきであり、装置を
工夫すれば長尺材の連続めつきができるだけでな
く、土木工事現場でのプレーテイング処理も可能
である等多くの利点をもつている。ただ、前記の
ように、皮膜が多孔質であるため、通常のめつき
に較べれば幾分か耐食性が劣る。この点を改善す
るため、メカニカルプレーテイング皮膜に化成処
理を施すのである。 化成処理は、クロメート処理またはリン酸塩処
理が適当で、この処理を施すと、前記被膜にクロ
メート又はリン酸塩処理剤が含浸され、耐食性が
飛躍的に向上する。なお、特にFe−Znメカニカ
ルプレーテイング皮膜の化成処理法として本出願
人らが先に提案(特開昭62−93383号公報参照)
した水系クロメート処理が、ここでの化成処理に
最もふさわしい。即ち、クロム酸化合物0.1〜
50g/lと硫酸0.01〜5g/lを含む水溶液に浸漬
するか、またはこの液を塗布もしくはスプレーす
るのである。 上記のように化成処理を施されたメカニカルプ
レーテイング皮膜は、それ自体で優れた耐食性を
もつから、長期の使用中に鋼材表面に化粧材に亀
裂が出たり、一部欠落したりしても、下地が急速
に錆びて美観を損なうおそれがない。 メカニカルプレーテイング皮膜の厚みは、鋼材
の使用環境(腐食条件等)に応じて選択できる
が、一般的には3〜5μm程度とする。 化粧材2としては、鋼材の使用目的、特に土留
工事を行う環境、に応じて各種のものが使用でき
る。例えばダムの周囲の護岸工事であればダムの
コンクリート構造とマツチするセメント系の化粧
材がふさわしく、湖沼などの景勝地では自然石や
それに近い人造石のパネル、或いは木質系材料な
どが選ばれる。以下に、かかる化粧材の例を掲げ
る。 木質系 杉、桧、桐等の板、合板、等 金属系 アルミニウム、銅、チタン、ステンレス鋼など
の薄板、 合成樹脂系 アクリル樹脂、エポシキ樹脂、ウレタン樹脂等 プラスチツクモルタル系 ポリマーセントモルタル、レジンモルタル等 その他 自然石、人造石のパネル、砕石混合材、陶磁器
タイル、等 なお、これらの化粧材は単独で使用するだけでな
く、重ね合わせたり、鋼材の部分によつて種類を
変えたりして使用することも勿論可能である。 例えば、化粧材としてプラスチツクモルタルを
使用する場合、このモルタルは、モルタルガン等
各種ガン吹付けにより施工されるが、その表面に
更にウレタン樹脂塗料等種々の塗料により化粧塗
膜を付与すれば、使用する環境によく調和する模
様を任意に付けることができる。プラスチツクモ
ルタルは曲げ、引張り、衝撃等に非常につよく、
透水性も普通のセメントモルタルに比較して非常
に小さいものであり、鋼材との間の良好な接着性
と相俟つて、被覆層の割れ、剥離等の破損の発生
ならびに鋼材の腐食を長期にわたつて防止し、優
れた耐久性を達成し得るものである。 化粧材として、例えば木材や人造石のパネルを
使用する場合は、適当な接着剤を用いて下地のメ
カニカルプレーテイング皮膜に接着することにな
る。接着剤としては、前記のプラスチツクモルタ
ル等が使用でき、また、アクリル系接着剤、エポ
キシ系接着剤、ポリイミド系接着剤なども使用で
きる。 次に、本願の第2発明の工法について説明す
る。 第2図がこの工法に使用する鋼材の、第1図と
同様の図である。ここでは、鋼材1と化粧材2と
の間にめつき層4とメカニカルプレーテイング皮
膜3とがある。 めつき層4は、Zn,Al、またはZn−Al合金の
通常の(メカニカルプレーテイングではない)め
つき層である。これは、溶融めつき(どぶづけ)、
電気めつき、或いは溶射のような一般的な方法で
鋼材表面に施される。その厚みは、およそ20〜
100μm程度が望ましいが、その上にメカニカルプ
レーテイング皮膜が形成されるので、20μmより
薄くしてもよい、また化成処理も不必要である。
このめつき層4の存在により、鋼材の耐食性は、
第1図に示したものよりも一層改善される。 第2図のメカニカルプレーテイング皮膜3は、
第1図の場合と同じようにして形成され、且つ化
成処理を施される。そして、この上に前記の化粧
材が重ねられるのである。 以上、第1図および第2図の鋼材についてそれ
ぞれ説明したが、このような化粧材の被覆は必ず
しも鋼材の全表面に施す必要はない。即ち、土留
の施工が完了し後、人目に触れる可能性のある部
分(護岸工事であれば、水面上にでる部分)だけ
を化粧材で覆つておけば足りる。ただし、鋼材の
防食のためには、下地処理だけでも全面に施して
おくことが推奨される。 さて、前記のような化粧鋼材を使用する土留の
工事は、例えば、圧入力、振動、打撃を利用する
打ち込み(打設)、螺旋降下、ジエツト利用等の
掘削設置、およびこれらの組み合わせで行うこと
ができる。本発明において、鋼材の設置というの
は、上記のような各種の施工方法によつて、化粧
鋼材を土留の目的にそうように配置することをい
う。 上記のような設置工事のときの衝撃や振動、或
いは土砂の衝突などに対して、本発明方法で使用
する化粧鋼材の接着耐久性は極めて高く、設置工
事によつて化粧材が剥離するようなことはない。
従つて、化粧鋼材を工場で製造し、或いは工事現
場で予め製造しておけば、設置工事そのものは通
常の裸鋼材の場合と同じように実施できる。 第3図が本発明の土留工法を説明するもので、
同図イのように化粧材11を予め着けた鋼材10
を設置し、設置終了後は、同図ロの上縁コンクリ
ート12を打つ程度で工事が完了する。 (実施例) 第1表に示すように、鋼板に4種類の下地処理
を施し、化粧材としてヒノキ(桧)材とポリマー
セメントモルタル(PCM)をそれぞれ接着した
試験片を製作し、第1表に示す各種の試験を行つ
た。 鋼板はSS41材の3×25×100mmサイズのものと
し、化粧材のヒノキ材(5×20×100mm)は2液
性の変性アクリル系接着剤(商品名ビスセツト
71)を使用して、加圧力2〜3Kg/cm2で圧着し
た。 PCMはモルタルガンで吹きつけ塗布し、厚さ
約2〜3mmとした。 第1表に示す試験の方法は、下記のとおりであ
る。 耐水試験(JIS K−6857による) 20℃/85%RH,50℃乾燥を24時間、29時間、
72時間、48時間後、室内に7日間放置して剥離強
度を測定。 乾湿繰返しA試験(日本接着協会:接着耐久性研
究委員会) 60±3℃温水3日間浸漬と60±3℃オープン4
日間を1サイクルとして、1,5,10サイクル毎
に剥離強度を測定。
(Field of Industrial Application) This invention relates to the so-called earth retaining method used in bank protection work, landslide prevention work, residential land preparation work, etc., and in particular, the present invention relates to the so-called earth retaining method used in bank protection work, landslide prevention work, residential land preparation work, etc. Regarding the earth retaining method that takes into consideration the following. (Background of the Invention) In recent years, environmental conservation and maintenance of the scenery of scenic spots have become more important, and even in the above-mentioned construction projects, the aesthetic appearance after construction is often an issue. For example, rivers,
In the construction of shore protection for lakes and marshes, it is not enough to simply achieve the construction purpose of earth retention; after construction, consideration must be given to ensure that the parts that are particularly visible to the public blend in well with the surrounding environment. On the other hand, in order to reduce construction costs, it is necessary to use materials as cheap as possible and to proceed with construction efficiently. Civil engineering materials that meet these requirements include steel sheet piles, steel pipe piles, and shaped steel. However, these steel materials themselves develop rust, which is characteristic of steel materials, in environments where civil engineering works are carried out, and they do not maintain their aesthetic appearance for a long time after construction. Therefore, civil engineering steel materials are sometimes subjected to some kind of surface treatment to prevent rust and maintain their aesthetic appearance, but as will be explained later, the methods proposed so far have either been ineffective or require too much effort to be put into practical use. There is no sex. Therefore, there is currently a strong demand for an earth retaining method that is easy to construct and can maintain its aesthetic appearance over a long period of time. (Prior Art) Civil engineering steel materials are, in principle, used as hot-rolled without any special surface treatment. However, when used in areas where corrosion is particularly severe, such as on the coast,
Zn plating and application of anti-rust paint are carried out in some areas as anti-rust treatment. However, such surface treatments are not particularly aesthetically pleasing and do not match the surrounding environment of the construction site. Zn
Silver-white plating and vermillion rust-prevention paint often stand out from the surrounding natural environment and spoil the landscape. One possible way to solve the above problem is to cover the surface of the steel material, especially the parts that are visible to the public after construction, with a decorative material that matches the surrounding environment. There are many types of such decorative materials, such as plastic mortar such as polymer cement mortar (PCM), resin mortar, artificial stone panels, synthetic resins, and wood.
However, even if these decorative materials are attached to steel materials, such as steel sheet piles, the adhesive strength is low, so
When steel is placed during earth retaining work, the decorative material will peel off due to shock and vibration. Even if decorative materials remain after construction, they are not durable and will fall off in a short period of time. Therefore, when using such decorative materials, it is best to first pour bare steel and carry out construction. After finishing the work, we will have to do some more cosmetic finishing work. FIG. 4 is a conceptual diagram illustrating such conventional earth retaining construction using decorative materials. That is, after completing the earth retaining work in which steel materials (for example, steel sheet piles) 10 are installed as shown in Figure 4A, the water is dammed up as shown in Figure 4B, and forms and scaffolding are erected to construct decorative materials. 11 is injected, pasted, or sprayed. Even with such extremely time-consuming construction work, the inherent weak adhesive strength between the steel and decorative materials has not been resolved, so over time the decorative materials will peel off and rust will appear in those areas. The aesthetic appearance is significantly impaired. In short, until now there has been no decorative steel material for civil engineering that can withstand pouring and other installation work at construction sites and maintain its aesthetic appearance over a long period of time, so the extra construction work described above has been forced. Moreover, it has not fully achieved its purpose. (Problems to be Solved by the Invention) An object of the present invention is to provide a new construction method, especially an earth retaining construction method, for constructing decorative steel materials in places that are visible to the public after construction, and further,
This was done with the aim of maintaining its decorative quality long after construction and contributing to environmental conservation. (Means for Solving the Problems) The gist of the present invention lies in the following earth retaining methods (1) and (2). (1) At least part of the surface has been chemically treated
An earth retaining method characterized by installing a decorative steel material covered with a mechanical plating film of Fe-Zn alloy or Fe-Zn-Al alloy and a decorative material layer formed on the film. (2) At least a part of the surface is Zn, Al or
A plating layer of Zn-Al alloy, a mechanical plating film of Fe-Zn alloy or Fe-Zn-Al alloy formed on this plating layer and chemically treated, and a decorative film formed on this film. An earth retaining method characterized by installing decorative steel covered with a layer of steel. Before explaining each construction method of the present invention, the knowledge that forms the basis of the present invention will be described. Conventionally, the reason why it has not been possible to construct steel materials to which decorative materials have been applied in advance in the same way as general steel materials is because the durability of the adhesive force between the steel materials and the decorative materials is weak, as described above. As-rolled steel or this
Even if a decorative material such as the one described above is attached to a steel plated with Zn, Al, etc., the adhesive durability decreases, especially during pouring work during construction. However, if the adhesive strength is increased to improve durability and to withstand installation work, the work can be carried out in the same way as when using ordinary steel materials, and the total cost of work can be reduced significantly. The present inventor focused on applying surface treatment technology, which has recently made remarkable progress, to the production of steel materials for civil engineering, and as a result of numerous tests, the inventor applied a special base treatment to the surface of the steel material before pasting the decorative material. It was confirmed that the above-mentioned adhesive strength and adhesive durability can be greatly improved by applying the adhesive. Moreover, this surface treatment also contributes to rust prevention of steel materials, extending the life of steel materials in harsh corrosive environments. First, the construction method of the first invention of the present application will be explained. FIG. 1 is a schematic cross-sectional view of the steel used in this construction method. As shown in the figure, there is a mechanical plating film 3 on the surface of the steel material 1, and a decorative material 2 is placed on the mechanical plating film 3. This mechanical plating film uses Fe-Zn alloy or Fe-Zn alloy as steel ball core material.
- Fe-
Zn alloy or Fe-Zn-Al alloy is mechanically applied. The basic technology of this mechanical plating is disclosed in Japanese Patent Publication No. 59-9312, but the mechanical plating used in the present invention is not limited to that introduced in the above-mentioned publication.
Any method that can mechanically form a predetermined alloy film on the surface of the steel material can be used, such as a method of spraying a mixture of Zn grains and Fe grains. In addition, Fe-Zn alloy or Fe is used as the mechanical plating film.
-Zn-Al alloy was chosen because these films have excellent corrosion resistance and are inexpensive, and the mechanical plating technology has also been completed. Note that even with Fe-Zn alloys, pure Zn phase is often mixed in the film because it is mechanically plated. In the present invention, such a film is also referred to as a mechanical plating alloy film. The film formed by mechanical plating is more porous than the normal plated metal film obtained by electroplating or molten metal plating (dobu-metal plating). There are many entrances and exits on the surface, and the so-called roughness is large.
According to the inventor's actual measurement results, this roughness is 5 in R nax .
~20. With such a surface, the adhesion to the decorative material is extremely good as described above. For example, when spray painting cement-based decorative materials,
Even in cases where panels of wood or artificial stone are attached using adhesives, mechanical plating films have good wettability with cement mortar and adhesives, and their moderate roughness provides an anchoring effect. It has sufficient workability. Mechanical plating as a surface treatment is a so-called dry plating method that does not use an aqueous solution or heat like electroplating or melt plating, and if the equipment is devised, it not only allows continuous plating of long materials. It has many advantages such as being able to perform plating treatment at civil engineering construction sites. However, as mentioned above, since the film is porous, the corrosion resistance is somewhat inferior compared to normal plating. In order to improve this point, chemical conversion treatment is applied to the mechanical plating film. A suitable chemical conversion treatment is chromate treatment or phosphate treatment, and when this treatment is performed, the coating is impregnated with a chromate or phosphate treatment agent, and corrosion resistance is dramatically improved. In particular, the present applicant and others previously proposed a chemical conversion treatment method for Fe-Zn mechanical plating film (see Japanese Patent Application Laid-Open No. 62-93383).
Water-based chromate treatment is the most suitable chemical conversion treatment. That is, chromic acid compound 0.1~
It is immersed in an aqueous solution containing 50 g/l of sulfuric acid and 0.01 to 5 g/l of sulfuric acid, or coated or sprayed with this solution. The mechanical plating film that has been chemically treated as described above has excellent corrosion resistance by itself, so even if the decorative material on the steel surface cracks or is partially missing during long-term use. , there is no risk of the base rusting rapidly and damaging the aesthetics. The thickness of the mechanical plating film can be selected depending on the environment in which the steel material is used (corrosion conditions, etc.), but is generally about 3 to 5 μm. Various materials can be used as the decorative material 2 depending on the purpose of use of the steel material, especially the environment in which earth retaining work is performed. For example, for bank protection work around a dam, a cement-based decorative material that matches the dam's concrete structure is appropriate, while for scenic spots such as lakes and marshes, panels of natural stone, similar artificial stone, or wood-based materials are selected. Examples of such decorative materials are listed below. Wood-based: Cedar, cypress, paulownia, etc. boards, plywood, etc. Metal-based: Aluminum, copper, titanium, stainless steel, etc. thin plates, synthetic resin-based: Acrylic resin, epoxy resin, urethane resin, etc. Plastic mortar-based: Polymer cent mortar, resin mortar, etc. Others Natural stone, artificial stone panels, crushed stone mixed materials, ceramic tiles, etc. These decorative materials can not only be used alone, but also by stacking them or changing the type depending on the steel part. Of course, this is also possible. For example, when plastic mortar is used as a decorative material, this mortar is applied by spraying with various types of guns such as a mortar gun, but if a decorative film is further applied to the surface using various paints such as urethane resin paint, it can be used. You can add any pattern that blends well with your environment. Plastic mortar is extremely strong against bending, tension, impact, etc.
The water permeability is also very low compared to ordinary cement mortar, and together with its good adhesion to steel materials, it prevents damage such as cracking and peeling of the coating layer and corrosion of steel materials over a long period of time. It is possible to prevent this from spreading and achieve excellent durability. If a panel of wood or artificial stone is used as the decorative material, for example, it will be adhered to the underlying mechanical plating film using a suitable adhesive. As the adhesive, the above-mentioned plastic mortar, etc. can be used, and acrylic adhesive, epoxy adhesive, polyimide adhesive, etc. can also be used. Next, the construction method of the second invention of the present application will be explained. FIG. 2 is a view similar to FIG. 1 of the steel materials used in this construction method. Here, there is a plating layer 4 and a mechanical plating film 3 between the steel material 1 and the decorative material 2. The plating layer 4 is a normal (not mechanical plating) plating layer of Zn, Al, or Zn-Al alloy. This is melting (dobuzuki),
It is applied to the surface of steel by common methods such as electroplating or thermal spraying. Its thickness is approximately 20~
The thickness is preferably about 100 μm, but since a mechanical plating film is formed thereon, it may be thinner than 20 μm, and chemical conversion treatment is also unnecessary.
Due to the presence of this plating layer 4, the corrosion resistance of the steel material is
This is a further improvement over that shown in FIG. The mechanical plating film 3 in FIG.
It is formed in the same manner as in FIG. 1 and subjected to chemical conversion treatment. Then, the above-mentioned decorative material is layered on top of this. Although the steel materials shown in FIGS. 1 and 2 have been described above, it is not necessary to coat the entire surface of the steel material with such a decorative material. That is, after the construction of the earth retaining is completed, it is sufficient to cover only the parts that are likely to be seen by the public (in the case of bank protection work, the parts that are above the water surface) with decorative material. However, in order to prevent corrosion of steel materials, it is recommended that even just a surface treatment be applied to the entire surface. Now, the construction of earth retaining using decorative steel materials as described above can be carried out by, for example, driving (placing) using pressing force, vibration, and impact, spiral descent, excavation installation using jets, etc., and combinations thereof. I can do it. In the present invention, the installation of steel materials refers to arranging decorative steel materials for the purpose of earth retaining using various construction methods such as those described above. The adhesive durability of the decorative steel materials used in the method of the present invention is extremely high against shocks, vibrations, and collisions with earth and sand during the installation work as described above, and there is no possibility that the decorative material will peel off during the installation work. Never.
Therefore, if the decorative steel material is manufactured in a factory or in advance at a construction site, the installation work itself can be carried out in the same way as in the case of ordinary bare steel material. Figure 3 explains the earth retaining method of the present invention.
Steel material 10 with decorative material 11 applied in advance as shown in Figure A
After the installation is completed, the construction is completed by pouring the upper edge concrete 12 shown in Figure B. (Example) As shown in Table 1, test specimens were prepared by applying four types of base treatments to a steel plate and adhering cypress wood and polymer cement mortar (PCM) as decorative materials. Various tests were conducted as shown below. The steel plate is made of SS41 material with a size of 3 x 25 x 100 mm, and the decorative material, cypress wood (5 x 20 x 100 mm), is made using a two-component modified acrylic adhesive (product name: Visset).
71) at a pressure of 2 to 3 kg/cm 2 . PCM was applied by spraying with a mortar gun to a thickness of approximately 2 to 3 mm. The test method shown in Table 1 is as follows. Water resistance test (according to JIS K-6857) 20℃/85%RH, 50℃ drying for 24 hours, 29 hours,
After 72 and 48 hours, it was left indoors for 7 days and the peel strength was measured. Dry-wet cycle A test (Japan Adhesive Association: Adhesive Durability Research Committee) 60±3℃ warm water immersion for 3 days and 60±3℃ open 4
Peel strength was measured every 1st, 5th, and 10th cycle, with one day being one cycle.

【表】 第1表の試験結果から、本発明に従つて下地処
理を行つた鋼板に化粧材を貼着したもの(試験片
AおよびB)は、特に乾湿繰返し試験において、
試験片C,Dに勝つている。なお、Cは無塗装の
鋼材表面をシヨツトブラストしただけのもの、D
は溶融亜鉛めつきだけを施したもの、である。 次に、第2表に示すように、鋼矢板に第1表の
試験片A,Bと同じ処理を施して(矢板E,F)、
実際の土留工事の施工条件に相当する設置を行
い、設置時の状況と1年および2年経過後の変化
を調査した。比較のために、亜鉛めつきの上に
PCMを着けたもの(G)、通常の亜鉛めつき材
(H)、錆止め塗装材(I)および無塗装材(J)
の結果も第2表に併記した。 設置の施工は、バイブロハンマーを用いる振動
方式によつた。 第2表の結果から、本発明の土留工法によれ
ば、設置作業時の化粧材の損傷がないだけでなく
設置後の経年変化も極く少ないことがわかる。
[Table] From the test results in Table 1, it can be seen that the steel plates prepared according to the present invention with a decorative material attached to them (test specimens A and B) showed poor performance, especially in the dry-wet cyclic test.
Test specimens C and D are superior. In addition, C is simply shot blasted unpainted steel surface, D is
is hot-dip galvanized only. Next, as shown in Table 2, the steel sheet piles were subjected to the same treatment as test pieces A and B in Table 1 (sheet piles E and F),
We conducted an installation that corresponded to the construction conditions of actual earth retaining work, and investigated the conditions at the time of installation and changes after one and two years. For comparison, on galvanized
PCM coated (G), regular galvanized material (H), anti-rust painted material (I) and unpainted material (J)
The results are also listed in Table 2. Installation was carried out using a vibration method using a vibrohammer. From the results in Table 2, it can be seen that according to the earth retaining method of the present invention, not only is there no damage to the decorative material during installation work, but there is also minimal deterioration over time after installation.

【表】 (発明の効果) 実施例にも示したとおり、化粧材が強固に接着
した鋼材を使用する本発明の工法によれば、予め
化粧材を貼着した化粧鋼材を、通常のごとく設置
するだけで周囲の景観に調和する土留を行うこと
ができる。即ち、従来の如く、設置作業終了の
後、改めて水抜きをしたり足場や型枠を組んで化
粧仕上げ工事をする必要がなくなり、工事費の節
減と工期短縮の効果は計り知れない。 しかも、本発明工法で施工された鋼材は、耐食
性においても従来の鋼材をはるかに凌ぐものであ
るから、土留という本来の目的においても景観維
持という目的においても長期にわたつてその効果
を発揮することができる。
[Table] (Effects of the invention) As shown in the examples, according to the construction method of the present invention, which uses steel materials to which decorative materials are firmly attached, decorative steel materials to which decorative materials have been attached in advance can be installed as usual. By simply doing this, you can create earth retaining structures that harmonize with the surrounding landscape. In other words, it is no longer necessary to drain water again, erect scaffolding and formwork, and perform decorative finishing work after the installation work is completed, as in the past, and the effects of reducing construction costs and shortening the construction period are immeasurable. Moreover, the steel constructed using the method of the present invention far exceeds conventional steel in terms of corrosion resistance, so it will be effective for a long time both for the original purpose of earth retention and for maintaining the landscape. I can do it.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図および第2図は、本発明の土留工法に使
用する化粧鋼材の断面模式図である。第3図は、
本発明の土留工法を説明する概略図、第4図は従
来の化粧材を使用する土留工法を説明する概略図
である。
1 and 2 are schematic cross-sectional views of decorative steel materials used in the earth retaining method of the present invention. Figure 3 shows
FIG. 4 is a schematic diagram illustrating the earth retaining method of the present invention, and FIG. 4 is a schematic diagram illustrating a conventional earth retaining method using decorative materials.

Claims (1)

【特許請求の範囲】 1 表面の少なくとも一部が、化成処理された
Fe−Zn合金若しくはFe−Zn−Al合金のメカニカ
ルプレーテイング皮膜と、この皮膜上に形成され
た化粧材層とで覆われた化粧鋼材を設置すること
を特徴とする土留工法。 2 表面の少なくとも一部が、Zn,Al若しくは
Zn−Al合金のめつき層と、このめつき層の上に
形成され且つ化成処理されたFe−Zn合金若しく
はFe−Zn−Al合金のメカニカルプレーテイング
皮膜と、この皮膜上に形成された化粧材層とで覆
われた化粧鋼材を設置することを特徴とする土留
工法。
[Claims] 1. At least a part of the surface has been chemically treated.
An earth retaining method characterized by installing a decorative steel material covered with a mechanical plating film of Fe-Zn alloy or Fe-Zn-Al alloy and a decorative material layer formed on the film. 2 At least a part of the surface is Zn, Al or
A plating layer of Zn-Al alloy, a mechanical plating film of Fe-Zn alloy or Fe-Zn-Al alloy formed on this plating layer and chemically treated, and a decorative film formed on this film. An earth retaining method characterized by installing decorative steel covered with a layer of steel.
JP728488A 1988-01-15 1988-01-15 Method of retaining soil using decorative steel material Granted JPH01182409A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP728488A JPH01182409A (en) 1988-01-15 1988-01-15 Method of retaining soil using decorative steel material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP728488A JPH01182409A (en) 1988-01-15 1988-01-15 Method of retaining soil using decorative steel material

Publications (2)

Publication Number Publication Date
JPH01182409A JPH01182409A (en) 1989-07-20
JPH0477082B2 true JPH0477082B2 (en) 1992-12-07

Family

ID=11661735

Family Applications (1)

Application Number Title Priority Date Filing Date
JP728488A Granted JPH01182409A (en) 1988-01-15 1988-01-15 Method of retaining soil using decorative steel material

Country Status (1)

Country Link
JP (1) JPH01182409A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06270329A (en) * 1993-03-23 1994-09-27 Sumitomo Metal Ind Ltd Structural and decorative building material

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57133061A (en) * 1981-02-13 1982-08-17 Nihon Boshoku Kogyo Corrosion-proof method for iron structure using resin sheet containing zinc powder and resin sheet used for said method
JPS583863A (en) * 1981-06-30 1983-01-10 三菱重工業株式会社 Corrosion-proof and fouling preventive sheet
JPS605927A (en) * 1983-06-23 1985-01-12 Japan Metals & Chem Co Ltd Reinforcement for concrete structure to be affected by sea water

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57133061A (en) * 1981-02-13 1982-08-17 Nihon Boshoku Kogyo Corrosion-proof method for iron structure using resin sheet containing zinc powder and resin sheet used for said method
JPS583863A (en) * 1981-06-30 1983-01-10 三菱重工業株式会社 Corrosion-proof and fouling preventive sheet
JPS605927A (en) * 1983-06-23 1985-01-12 Japan Metals & Chem Co Ltd Reinforcement for concrete structure to be affected by sea water

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06270329A (en) * 1993-03-23 1994-09-27 Sumitomo Metal Ind Ltd Structural and decorative building material

Also Published As

Publication number Publication date
JPH01182409A (en) 1989-07-20

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