JP2021088927A - Steel sheet pile - Google Patents

Steel sheet pile Download PDF

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JP2021088927A
JP2021088927A JP2021038021A JP2021038021A JP2021088927A JP 2021088927 A JP2021088927 A JP 2021088927A JP 2021038021 A JP2021038021 A JP 2021038021A JP 2021038021 A JP2021038021 A JP 2021038021A JP 2021088927 A JP2021088927 A JP 2021088927A
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steel sheet
vickers hardness
sheet pile
joint
toe
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JP7088347B2 (en
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恩田　邦彦
Kunihiko Onda
邦彦 恩田
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JFE Steel Corp
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Abstract

To provide a steel sheet pile having a joint part capable of reducing wear of a neck lower part in the joint part so as to be capable of being applied to a steel sheet pile for temporary construction repeatedly installed into the ground.SOLUTION: In a steel sheet pile, Vickers hardness at a position of 0.5 mm from a surface of an inner surface of a nail neck lower part 11 in a joint part 1 is set at 200 Hv or more, Vickers hardness at a position of 0.5 mm from a surface of a toe part 13 and its peripheral part in the joint part 1 is set at less than 200 Hv, and Vickers hardness at a position of 0.5 mm from a surface of the toe part 13 and its peripheral part in the joint part 1 is set at lower than Vickers hardness at a position of 0.5 mm from the surface of the inner surface of the neck lower part 11 in the joint part 1 by 20 Hv or more.SELECTED DRAWING: Figure 1

Description

本発明は、土木建築分野において、土止めや水止めに用いられる鋼矢板に関し、特に仮設用に好適な鋼矢板に関するものである。 The present invention relates to a steel sheet pile used for earth retaining and water stopping in the field of civil engineering and construction, and particularly to a steel sheet pile suitable for temporary construction.

鋼矢板は、ハット形、Ｕ形、Ｚ形、直線形、Ｈ形などの様々な形状パターンを有するが、形状パターンに共通の特徴として、連結するための継手部を両端に有している。
このような鋼矢板の用途は大別して本設用と仮設用の二つがあり、本設用の鋼矢板は永久構造物として用いられるが、仮設用の鋼矢板は、主に本体構造構築の前の仮設土留め壁として使用されるものである。 The steel sheet pile has various shape patterns such as a hat shape, a U shape, a Z shape, a linear shape, and an H shape, and as a feature common to the shape patterns, it has joint portions at both ends for connecting.
There are roughly two uses for such steel sheet piles, one for main construction and the other for temporary construction. The steel sheet pile for main construction is used as a permanent structure, but the steel sheet pile for temporary construction is mainly used before the construction of the main body structure. It is used as a temporary retaining wall for steel.

本願において対象とするのは主として仮設に用いられる鋼矢板であり、このような仮設用の鋼矢板は、本体構造構築後は撤去され、別の現場において再び使用される。このため、利用の度に、地面への打ち込み及び引き抜きが繰り返される。
このように、複数回再利用される仮設施工に用いる鋼矢板においては、地中への打ち込み（打設）及び引き抜きが繰り返し行われる際、連結される継手部において鋼材同士の接触に起因する摩耗や変形が発生し、継手部が損傷して使用できなくなる懸念がある。 The subject of this application is mainly steel sheet piles used for temporary construction, and such temporary steel sheet piles are removed after the main body structure is constructed and used again at another site. Therefore, every time it is used, it is repeatedly driven into and pulled out from the ground.
In this way, in the steel sheet pile used for temporary construction that is reused multiple times, when driving (driving) and pulling out into the ground are repeated, wear due to contact between the steel materials at the joints to be connected. There is a concern that the joint may be damaged and become unusable due to deformation or deformation.

そこで、仮設用の鋼矢板に関し、耐摩耗性を考慮したものとしては、例えば特許文献１に「鋼矢板の爪先部及び首下部の、表面から０．５ｍｍの位置におけるビッカース硬さが２００Ｈｖ以上であることを特徴とする鋼矢板。」が提案されている。
そして、特許文献１において、爪先部及び首下部の硬さを向上させる理由として、かかる部分が鋼材同士の接触や土砂による摩耗が生じ易い部位であるからとしている。 Therefore, regarding the steel sheet pile for temporary construction, for example, in Patent Document 1, "Vickers hardness of the toe portion and the lower part of the neck of the steel sheet pile at a position 0.5 mm from the surface is 200 Hv or more. A steel sheet pile characterized by being present. "
Then, in Patent Document 1, the reason for improving the hardness of the toe portion and the lower part of the neck is that such a portion is a portion where contact between steel materials and wear due to earth and sand are likely to occur.

特開２０１５−４２７６７号公報JP-A-2015-42767

しかし、仮設用の鋼矢板の場合、複数回の使用という観点からすると、継手部の止水性に影響する爪先部の摩耗防止よりも、継手部の嵌合に影響する首下部の摩耗を防止して強度の低下を防止する方が重要である。
しかしながら、特許文献１では、継手部における爪先部を含む全体の摩耗防止を図るという考えであるため、強度を高めた継手部同士が篏合した際に、重要度の高い首下部の摩耗が却って進行しやすくなり、首下部（本願発明の爪首下部に対応）の変形防止を図ることができないという問題がある。 However, in the case of temporary steel sheet piles, from the viewpoint of multiple uses, it prevents the wear of the lower part of the neck, which affects the fitting of the joint, rather than the wear of the toes, which affects the water stoppage of the joint. It is more important to prevent the decrease in strength.
However, in Patent Document 1, since it is an idea to prevent the entire wear of the joint portion including the toe portion, when the joint portions having increased strength are joined together, the wear of the lower part of the neck, which is highly important, is rather. There is a problem that it becomes easy to proceed and it is not possible to prevent deformation of the lower part of the neck (corresponding to the lower part of the toe of the present invention).

本発明は、かかる課題を解決するためになされたものであり、繰り返し地中へ打設される仮設用の鋼矢板にも適用できるように、継手部における爪首下部の摩耗が低減できる継手部を備えた鋼矢板を提供することを目的としている。 The present invention has been made to solve such a problem, and the joint portion can reduce the wear of the lower part of the nail in the joint portion so that it can be applied to a temporary steel sheet pile that is repeatedly placed in the ground. It is intended to provide a steel sheet pile equipped with.

（１−１）本発明に係る鋼矢板は、継手部における爪首下部の内面の表面から０．５ｍｍの位置におけるビッカース硬さを２００Ｈｖ以上とし、かつ前記継手部における爪先部及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さを２００Ｈｖ未満とし、
前記継手部における爪先部及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さが、前記継手部における爪首下部の内面の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低いことを特徴とするものである。
（１）また、本発明に係る鋼矢板は、継手部における爪先部及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さが、前記継手部における爪首下部の内面の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低いことを特徴とするものである。 (1-1) The steel sheet pile according to the present invention has a Vickers hardness of 200 Hv or more at a position 0.5 mm from the surface of the inner surface of the lower part of the nail neck in the joint portion, and the toe portion and its peripheral portion in the joint portion. The Vickers hardness at a position 0.5 mm from the surface is set to less than 200 Hv.
The Vickers hardness at a position 0.5 mm from the surface of the toe portion and its peripheral portion in the joint portion is 20 Hv or more lower than the Vickers hardness at a position 0.5 mm from the surface of the inner surface of the lower part of the nail neck in the joint portion. It is characterized by.
(1) Further, in the steel sheet pile according to the present invention, the Vickers hardness at a position 0.5 mm from the surface of the toe portion and its peripheral portion in the joint portion is 0. It is characterized in that it is 20 Hv or more lower than the Vickers hardness at the position of 5 mm.

（２）また、上記（１）に記載のものにおいて、前記爪首下部の内面の表面から０．５ｍｍの位置におけるビッカース硬さが２００Ｈｖ以上であることを特徴とするものである。 (2) Further, in the above (1), the Vickers hardness at a position 0.5 mm from the surface of the inner surface of the lower part of the nail is 200 Hv or more.

本発明の鋼矢板は、継手部における爪先部及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さが、前記継手部における爪首下部の内面の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低くなるようにしたので、地中への打ち込み施工中において、構造上、最も弱点箇所になる継手部の爪首下部の内面の摩耗を防止、爪首下部の変形を防止することが可能となり、従来よりも、仮設に用いる場合において、より多くの繰り返し利用が可能となる。 In the steel sheet pile of the present invention, the Vickers hardness at a position 0.5 mm from the surface of the toenail portion and the peripheral portion of the joint portion is 0.5 mm from the surface of the inner surface of the lower part of the nail neck at the joint portion. Since it is set to be 20 Hv or more lower than that, it is necessary to prevent the inner surface of the lower part of the nail of the joint, which is the weakest point in the structure, from being worn and to prevent the lower part of the nail from being deformed during the driving work into the ground. It becomes possible to use it more repeatedly when it is used for temporary construction than before.

本発明の一実施の形態に係る鋼矢板の継手部の説明図である。It is explanatory drawing of the joint part of the steel sheet pile which concerns on one Embodiment of this invention. 継手部に作用する応力状態の数値解析結果を示すコンター図である。It is a contour figure which shows the numerical analysis result of the stress state acting on a joint part. 本発明の一実施の形態に係る鋼矢板の継手部におけるビッカース硬さの測定結果を示す図である。It is a figure which shows the measurement result of the Vickers hardness in the joint part of the steel sheet pile which concerns on one Embodiment of this invention.

本発明の実施の形態に係る鋼矢板は、図１に示すように、継手部１における爪先部１３及びその周辺部位（図１において破線の楕円で囲んだＡ部）の表面から０．５ｍｍの位置におけるビッカース硬さが、継手部１における爪首下部１１の内面（図１において破線の円で囲んだＢ部）の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低いことを特徴とするものである。
以下、各構成を詳細に説明する。 As shown in FIG. 1, the steel sheet pile according to the embodiment of the present invention is 0.5 mm from the surface of the toe portion 13 and the peripheral portion thereof (the portion A surrounded by the broken line ellipse in FIG. 1) in the joint portion 1. The feature is that the Vickers hardness at the position is 20 Hv or more lower than the Vickers hardness at the position 0.5 mm from the surface of the inner surface of the lower part 11 of the toe in the joint portion 1 (the portion B surrounded by the broken line circle in FIG. 1). It is something to do.
Hereinafter, each configuration will be described in detail.

＜鋼矢板の形状＞
鋼矢板は、ハット形、Ｕ形、Ｚ形、直線形、Ｈ形などの様々な形状パターンがあるが、本実施の形態の鋼矢板はこれら種々の形状のものを含む。 <Shape of steel sheet pile>
The steel sheet pile has various shape patterns such as a hat shape, a U shape, a Z shape, a linear shape, and an H shape, and the steel sheet pile of the present embodiment includes those having various shapes.

＜継手部＞
継手部１は隣り合う鋼矢板を連結するものであり、図１に示す例は、Ｕ形鋼矢板のフランジ部３の先端に設けられる継手部１を示している。
継手部１を仮想線（図１中の一点鎖線）で複数の部位に分けての各部に名前を付けて説明すると、継手部１は、フランジ部３の先端から略直角に屈曲する付け根部５と、付け根部５から外方に延在する底部７と、底部７からフランジ部３に向けて屈曲するように設けられた爪部９とを有している。爪部９と底部７とを連結する部分が爪首下部１１で、爪部９の先端側が爪先部１３となっている。 <Joint part>
The joint portion 1 connects adjacent steel sheet piles, and the example shown in FIG. 1 shows a joint portion 1 provided at the tip of a flange portion 3 of a U-shaped steel sheet pile.
When the joint portion 1 is divided into a plurality of portions by a virtual line (dashed line in FIG. 1) and each portion is given a name, the joint portion 1 is a base portion 5 that bends substantially at a right angle from the tip of the flange portion 3. It has a bottom portion 7 extending outward from the base portion 5 and a claw portion 9 provided so as to bend from the bottom portion 7 toward the flange portion 3. The portion connecting the claw portion 9 and the bottom portion 7 is the lower part of the claw neck 11, and the tip end side of the claw portion 9 is the toe portion 13.

本実施の形態では、爪先部１３及びその周辺部位（図１の破線で囲んだＡ部）の表面から０．５ｍｍの位置におけるビッカース硬さが、継手部１における爪首下部１１の内面（図１の破線で囲んだＢ部）の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低いことを特徴としているが、その理由を以下に説明する。 In the present embodiment, the Vickers hardness at a position 0.5 mm from the surface of the toe tip portion 13 and its peripheral portion (part A surrounded by the broken line in FIG. 1) is the inner surface of the toenail lower portion 11 in the joint portion 1 (FIG. 1). It is characterized in that it is 20 Hv or more lower than the Vickers hardness at a position 0.5 mm from the surface of (part B surrounded by the broken line of 1), and the reason will be described below.

図２は、施工中に生じる鋼材同士が接触した際に、継手部１に生ずる応力状態について数値解析を行った結果のコンター図である。図２において、グレーの色の薄い箇所が応力の高い部位であることを示している。
図２に示すように、爪首下部１１の内面の色が薄くなっており、このことから、互いに嵌合する継手部１においては、構造上、最も弱点箇所になるのは、爪首下部１１の内面（図中、破線の円で囲んだＣ部参照）であることがわかった。 FIG. 2 is a contour diagram of the result of numerical analysis of the stress state generated in the joint portion 1 when the steel materials generated during construction come into contact with each other. In FIG. 2, the light gray part indicates the high stress part.
As shown in FIG. 2, the color of the inner surface of the lower part of the nail 11 is lightened. Therefore, in the joint portion 1 that fits with each other, the weakest point in the structure is the lower part of the nail 11. It was found to be the inner surface of (see part C surrounded by a broken line circle in the figure).

したがって、多くの繰り返し利用が想定される仮設用の鋼矢板において、爪首下部１１の内面の摩耗を防止して、その変形を抑えることが最も重要である。
そして、継手部１の嵌合状態において、爪首下部１１の内面と接触するのは、図２に示されるように、他方の鋼矢板の爪先部１３及びその周辺部位である。そして、爪先部１３及びその周辺部位は、構造特性上、摩耗の進行が相対的に大きくなっても、継手部１自体の機能低下が生じることはなく影響は小さい。
そこで、爪先部１３及びその周辺部位の表面硬さを低くして、当該部位と接触する爪首下部１１の内面の表面硬さを相対的に高めることで、最も重要となる爪首下部１１の内面の摩耗を抑制し、爪首下部１１の変形を抑制でき、鋼矢板における継手部１の機能を保持する上で有効な手段となる。 Therefore, in a temporary steel sheet pile that is expected to be used repeatedly, it is most important to prevent wear of the inner surface of the lower part of the nail neck 11 and suppress its deformation.
Then, in the fitted state of the joint portion 1, it is the toe portion 13 of the other steel sheet pile and the peripheral portion thereof that come into contact with the inner surface of the lower portion 11 of the nail neck, as shown in FIG. Due to the structural characteristics of the toe portion 13 and its peripheral portion, even if the progress of wear becomes relatively large, the function of the joint portion 1 itself does not deteriorate and the influence is small.
Therefore, by lowering the surface hardness of the toe tip portion 13 and the peripheral portion thereof and relatively increasing the surface hardness of the inner surface of the lower nail portion 11 in contact with the portion, the most important lower portion of the nail neck 11 It is possible to suppress the wear of the inner surface and the deformation of the lower portion 11 of the toe, which is an effective means for maintaining the function of the joint portion 1 in the steel sheet pile.

この点、特許文献１のように、爪先部１３と爪首下部１１の両方の表面硬さを高めた場合には、嵌合時の接触によって爪首下部１１の摩耗が進行し、最も重要な爪首下部１１が変形しやすくなってしまい、繰返しの使用に耐えられなくなる恐れがある。 In this regard, when the surface hardness of both the toe tip portion 13 and the toenail lower portion 11 is increased as in Patent Document 1, the wear of the toenail lower portion 11 progresses due to the contact at the time of fitting, which is the most important. The lower part of the nail 11 is easily deformed, and there is a risk that it cannot withstand repeated use.

表面硬さは、具体的には、継手部１における爪先部１３及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さが、継手部１における爪首下部１１の内面の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低く設定したものである。
ビッカース硬さの定義については、特許文献１にも記載されているように、ＪＩＳ Ｚ ２２４４に準拠して測定する。すなわち、測定箇所の鋼材の表面に対する法線方向について、表面から深さが０．５ｍｍの位置のビッカース硬さで定義される。より具体的には、爪先部１３、爪首下部１１ではその曲率が最も大きい部位について、鋼材の表面に対する法線方向の深さが０．５ｍｍの位置のビッカース硬さで定義される。 Specifically, the Vickers hardness at a position 0.5 mm from the surface of the toe portion 13 and its peripheral portion in the joint portion 1 is 0. It is set to be 20 Hv or more lower than the Vickers hardness at the position of 5 mm.
The definition of Vickers hardness is measured in accordance with JIS Z 2244 as described in Patent Document 1. That is, it is defined by the Vickers hardness at a position at a depth of 0.5 mm from the surface in the normal direction with respect to the surface of the steel material at the measurement point. More specifically, in the toe portion 13 and the toe lower portion 11, the portion having the largest curvature is defined by the Vickers hardness at a position where the depth in the normal direction with respect to the surface of the steel material is 0.5 mm.

本実施の形態では、爪先部１３及びその周辺部位のビッカース硬さを、爪首下部１１の内面のビッカース硬さよりも相対的に低くするものであるが、そのためには、例えば鋼矢板の製造過程において爪先部１３及びその周辺部位の冷却を緩やかにすればよい。
また、爪首下部１１のみの表面硬さを高めて、爪先部１３及びその周辺の表面硬さを相対的に上回るようにしてもよい。この場合には、例えば爪首下部１１の内面について、加速冷却をするようにしてもよい。
もっとも、ビッカース硬さが２００Ｈｖ未満では、摩耗・変形抵抗を向上させる効果を十分に発揮できない場合もあることから、爪首下部１１のみを２００Ｈｖ以上とすることが望ましい。
なお、鋼矢板の継手部１において、嵌合の際接触しない部位、すなわち付け根部５の外面側、爪首下部１１の外面側については、摩耗・変形には関係ないため、表面硬さが相対的に大きくなっても差し支えない。 In the present embodiment, the Vickers hardness of the toe portion 13 and its peripheral portion is made relatively lower than the Vickers hardness of the inner surface of the lower portion 11 of the nail neck. The cooling of the toe portion 13 and the peripheral portion thereof may be moderated.
Further, the surface hardness of only the lower part of the nail neck 11 may be increased so as to be relatively higher than the surface hardness of the toe portion 13 and its surroundings. In this case, for example, the inner surface of the lower portion 11 of the nail may be accelerated and cooled.
However, if the Vickers hardness is less than 200 Hv, the effect of improving wear / deformation resistance may not be sufficiently exhibited, so it is desirable to set only the lower part of the nail 11 to 200 Hv or more.
In the joint portion 1 of the steel sheet pile, the parts that do not come into contact during fitting, that is, the outer surface side of the base portion 5 and the outer surface side of the lower part of the nail neck 11, are not related to wear and deformation, so that the surface hardness is relative. It doesn't matter if it grows in size.

上述した継手部１の表面硬さを制御した継手部１について、ビッカース硬さ（Ｈｖ）を測定した結果を図３に示す。図３において、縦軸がビッカース硬さ（Ｈｖ）を、横軸が測定位置をそれぞれ示している。測定位置は、図１に示した破線の矢印に示すように、矢印の始点が図３の０（ｍｍ）の位置で、矢印の終点が２００（ｍｍ）に相当する。
また、図３中の記号ａ〜ｆは、図１に記載した記号と対応している。 FIG. 3 shows the results of measuring the Vickers hardness (Hv) of the joint portion 1 in which the surface hardness of the joint portion 1 is controlled as described above. In FIG. 3, the vertical axis represents the Vickers hardness (Hv) and the horizontal axis represents the measurement position. As shown by the broken line arrow shown in FIG. 1, the measurement position corresponds to the position where the start point of the arrow is 0 (mm) in FIG. 3 and the end point of the arrow is 200 (mm).
Further, the symbols a to f in FIG. 3 correspond to the symbols shown in FIG.

図３を見ると、爪首下部１１である「ｂ」のビッカース硬さ（Ｈｖ）は、200超〜210（Ｈｖ）であり、爪先部１３である「ｃ」及びその周辺部位である「ｄ」のビッカース硬さ（Ｈｖ）は約180（Ｈｖ）であり、爪先部１３及びその周辺部位のビッカース硬さが、爪首下部１１のビッカース硬さよりも２０Ｈｖ以上低いという要件を満たしている。また、爪首下部１１である「ｂ」のビッカース硬さ（Ｈｖ）が200（Ｈｖ）以上という要件も満たしている。 Looking at FIG. 3, the Vickers hardness (Hv) of the lower part 11 of the nail neck “b” is more than 200 to 210 (Hv), and the “c” which is the tip portion 13 and the peripheral portion “d”. The Vickers hardness (Hv) of "" is about 180 (Hv), which satisfies the requirement that the Vickers hardness of the toe portion 13 and its peripheral portion is 20 Hv or more lower than the Vickers hardness of the lower part 11 of the nail. It also satisfies the requirement that the Vickers hardness (Hv) of "b", which is the lower part of the nail neck 11, is 200 (Hv) or more.

以上のように、本実施の形態においては、継手部１における爪先部１３及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さが、継手部１における爪首下部１１の内面の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低くなるように設定したことで、地中への打ち込み施工中において、構造上、最も弱点箇所になる継手部１の爪の首下部分の摩耗と共に変形を防止することが可能となり、従来よりも、仮設に用いる場合において、より多くの繰り返し利用が可能となる。 As described above, in the present embodiment, the Vickers hardness at a position 0.5 mm from the surface of the toe portion 13 and its peripheral portion in the joint portion 1 is from the inner surface of the toenail lower portion 11 in the joint portion 1. By setting it to be 20 Hv or more lower than the Vickers hardness at the position of 0.5 mm, during the driving work into the ground, along with the wear of the lower part of the claw of the joint part 1, which is the weakest point in the structure. It is possible to prevent deformation, and it is possible to use it more repeatedly when it is used for temporary construction than in the past.

１ 継手部
３ フランジ部
５ 付け根部
７ 底部
９ 爪部
１１ 爪首下部
１３ 爪先部 1 Joint part 3 Flange part 5 Base part 7 Bottom part 9 Claw part 11 Lower part of the claw neck 13 Toe part

Claims (1)

継手部における爪首下部の内面の表面から０．５ｍｍの位置におけるビッカース硬さを２００Ｈｖ以上とし、かつ前記継手部における爪先部及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さを２００Ｈｖ未満とし、
前記継手部における爪先部及びその周辺部位の表面から０．５ｍｍの位置におけるビッカース硬さが、前記継手部における爪首下部の内面の表面から０．５ｍｍの位置におけるビッカース硬さよりも２０Ｈｖ以上低いことを特徴とする鋼矢板。 The Vickers hardness at a position 0.5 mm from the inner surface of the lower part of the nail neck in the joint portion is 200 Hv or more, and the Vickers hardness at a position 0.5 mm from the surface of the toe portion and its peripheral portion in the joint portion is 200 Hv. Less than
The Vickers hardness at a position 0.5 mm from the surface of the toe portion and its peripheral portion in the joint portion is 20 Hv or more lower than the Vickers hardness at a position 0.5 mm from the surface of the inner surface of the lower part of the nail neck in the joint portion. A steel sheet pile featuring.
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS491374B1 (en) * 1968-03-08 1974-01-12
JPS491375B1 (en) * 1968-03-08 1974-01-12
JPS5913049A (en) * 1982-07-13 1984-01-23 Nippon Kokan Kk <Nkk> Steel material for pile for driving into firm ground
JPS6282116A (en) * 1985-10-04 1987-04-15 Nippon Steel Corp Steel sheet pile excellent in separation-proof strength of joint section
JPS6383313A (en) * 1986-09-29 1988-04-14 Nippon Steel Corp Steel sheet pile excellent in separating strength of penetration tip joint section
JP2001317044A (en) * 2000-05-11 2001-11-16 Nkk Corp Steel sheet pile excellent in property of joint part and manufacturing method therefor
JP2015042767A (en) * 2013-08-26 2015-03-05 新日鐵住金株式会社 Steel sheet pile and production method thereof

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS491374B1 (en) * 1968-03-08 1974-01-12
JPS491375B1 (en) * 1968-03-08 1974-01-12
JPS5913049A (en) * 1982-07-13 1984-01-23 Nippon Kokan Kk <Nkk> Steel material for pile for driving into firm ground
JPS6282116A (en) * 1985-10-04 1987-04-15 Nippon Steel Corp Steel sheet pile excellent in separation-proof strength of joint section
JPS6383313A (en) * 1986-09-29 1988-04-14 Nippon Steel Corp Steel sheet pile excellent in separating strength of penetration tip joint section
JP2001317044A (en) * 2000-05-11 2001-11-16 Nkk Corp Steel sheet pile excellent in property of joint part and manufacturing method therefor
JP2015042767A (en) * 2013-08-26 2015-03-05 新日鐵住金株式会社 Steel sheet pile and production method thereof

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