JPS6017905B2 - Bottom sealing method for corrosion-resistant cover for sheet piles - Google Patents

Bottom sealing method for corrosion-resistant cover for sheet piles

Info

Publication number
JPS6017905B2
JPS6017905B2 JP8442181A JP8442181A JPS6017905B2 JP S6017905 B2 JPS6017905 B2 JP S6017905B2 JP 8442181 A JP8442181 A JP 8442181A JP 8442181 A JP8442181 A JP 8442181A JP S6017905 B2 JPS6017905 B2 JP S6017905B2
Authority
JP
Japan
Prior art keywords
joint
corrosion
sheet piles
cover
steel pipe
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
Application number
JP8442181A
Other languages
Japanese (ja)
Other versions
JPS57201433A (en
Inventor
昇 栗原
則夫 小林
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.)
DAITO KOGYO
Original Assignee
DAITO KOGYO
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 DAITO KOGYO filed Critical DAITO KOGYO
Priority to JP8442181A priority Critical patent/JPS6017905B2/en
Publication of JPS57201433A publication Critical patent/JPS57201433A/en
Publication of JPS6017905B2 publication Critical patent/JPS6017905B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 本発明は、矢板用防蝕カバーの底部シール工法に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for sealing the bottom of a corrosion-resistant cover for sheet piles.

周知のように矢板は護岸工事等に使用され、第1図に示
すように複数の鋼管1を海底に打ち込み継手2にて連続
される。図から判るように継手は各鋼管に1個ずつ溶接
され、これらが互いに横合もしくは度合する。継手には
これ以外にも種々のものがある。これらの矢板を防蝕す
るには、継手を一部切除して各鋼管に円筒状のカバーを
覆せる方法と、第1図の如く鋼管矢板の片側に沿って連
続状のカバーを設置する方法とがある。工事の手間及び
コストの点で後者の方が有利であるが、継手付近のシー
ルに難点がある。第2図下方に想像線で示すような形状
の金属を継手及び鋼管に溶接すれば、シール上の問題は
解決されそうに思われるが、実際には各鋼管を一直線に
整合させることは不可能に近い。
As is well known, sheet piles are used for bank protection work, etc., and as shown in FIG. 1, a plurality of steel pipes 1 are driven into the seabed and connected together at joints 2. As can be seen from the figure, one joint is welded to each steel pipe, and these joints are aligned or parallel to each other. There are various types of joints other than these. To protect these sheet piles from corrosion, there are two methods: one is to partially remove the joints and cover each steel pipe with a cylindrical cover, and the other is to install a continuous cover along one side of the steel pipe sheet piles, as shown in Figure 1. There is. The latter is more advantageous in terms of construction effort and cost, but there is a problem with the seal near the joint. It would seem that the sealing problem could be solved by welding a metal shaped like the imaginary line at the bottom of Figure 2 to the joint and steel pipe, but in reality it is impossible to align each steel pipe in a straight line. Close to.

つまり隣り合う鋼管がずれを生じた場合、前記金属の形
状はその都度変わってくるため、予め同一形状のものを
量産できないのである。本発明はこの問題を解決するた
めになされたもので、各鋼管の位置がどの方向にずれて
も取付けの可能なシール工法を提供せんとする。
In other words, if adjacent steel pipes are misaligned, the shape of the metal changes each time, making it impossible to mass-produce pipes of the same shape in advance. The present invention has been made to solve this problem, and aims to provide a sealing method that allows installation of steel pipes no matter which direction the steel pipes are shifted in position.

各鋼管は継手によって連結されているから、ずれの生じ
る可能性があるのは磯合している継手と継手の間だけで
ある。鋼管と継手間は溶接で一体化されているから、ず
れは全く生じない。つまりこの面に接するシール用金属
板の形状は全て同一であるから量産が可能である。従っ
て対策のポイントは各継手間の位直ずれに絞られる。こ
のため本発明ではシール用の金属板を分割して取付けて
から、両者を固着する方法を採ってある。このような特
徴を有する本発明の実施例を以下添付図面に従って詳述
する。第2図は鋼管矢板の継手付近の防蝕カバーを斜視
図で示したものである。
Since each steel pipe is connected by a joint, the only possibility of misalignment is between the joints that are joined together. Since the steel pipe and the joint are integrated by welding, there will be no misalignment at all. In other words, since the shapes of the sealing metal plates in contact with this surface are all the same, mass production is possible. Therefore, the focus of countermeasures is focused on the misalignment between each joint. For this reason, in the present invention, a method is adopted in which the metal plate for sealing is divided and attached, and then both are fixed. Embodiments of the present invention having such characteristics will be described in detail below with reference to the accompanying drawings. FIG. 2 is a perspective view of a corrosion-resistant cover near a joint of a steel pipe sheet pile.

継手2にはパイプ型のガイド4が溶接され、その長さは
防蝕カバー3とほぼ等しい。またガイド4の外側には全
長に亘つてスリット5が形成されている。一方防蝕カバ
ー3,3は、断面T字形の取付け具6によって各々連結
され、全体として第1図に示すように連続面を形成する
。図から判るように各カバーの端面は、取付け具6によ
って挟持された後、ボルト締めされる。取付け具6の先
端は膨らんでいて、この部分7が前誌ガイド4内に上方
から挿入される。第3図から判るように防蝕カバーの底
部3aは内側に湾曲し、シールを介して鋼管に接してい
るから、この部分のシールはそれ程問題にならない。残
る継手付近のシールは次のようにしてなされる。
A pipe-shaped guide 4 is welded to the joint 2, and its length is approximately equal to the corrosion-resistant cover 3. Further, a slit 5 is formed on the outside of the guide 4 over the entire length. On the other hand, the corrosion-protective covers 3, 3 are each connected by a fitting 6 having a T-shaped cross section, and as a whole form a continuous surface as shown in FIG. As can be seen from the figure, the end faces of each cover are clamped by the fixtures 6 and then bolted. The distal end of the fixture 6 is bulged, and this portion 7 is inserted into the front magazine guide 4 from above. As can be seen from FIG. 3, the bottom part 3a of the corrosion-protective cover is curved inward and is in contact with the steel pipe through a seal, so sealing this part is not so much of a problem. The remaining area near the joint is sealed as follows.

第3図に示すようにまず一対のシール用金属板8a,8
bを予め工場にて製作する。各金属板8a,8bの矢板
接合面、即ち湾曲面は常に一定であるから、現場で寸法
合わせする必要はない。金属板8a,8bは必ずしも対
称でなくてもよいが、量産を考えれば同一形状にするの
が望ましい。継手鉄合部の角度のま各連結部によって多
少変化するのが普通であるが、金属板8a,8bは所定
位置に溶接された後でも両者間には隙間Sがあるから取
付けに際しても支障はない。つまり継手の各連結部によ
ってこのSの大きさが異なるだけで済む。第2段階とし
て、前記隙間Sを覆うに足る中を持つ金属板8cを用意
し、この先端9の角度はaとほゞ等しく形成する。継手
隊合部の角度のま各連結部により多少異なるが、金属板
の先端9はそれ程正確でなくとも溶接の段階で充分対処
し得る。溶接後の状態を第4図に示す。8の変化は継手
2の鉄合によってその範囲は限定されており、従って金
属板8cの形状も同一のものを製作するだけで済むであ
ろう。
As shown in FIG. 3, first a pair of sealing metal plates 8a, 8
b is manufactured in advance at a factory. Since the sheet pile joining surfaces of each of the metal plates 8a and 8b, that is, the curved surfaces, are always constant, there is no need to adjust the dimensions on site. The metal plates 8a and 8b do not necessarily have to be symmetrical, but in consideration of mass production, it is desirable that they have the same shape. It is normal for the angle of the joint iron part to vary somewhat depending on each connection part, but since there is a gap S between the metal plates 8a and 8b even after they are welded in place, there is no problem when installing them. do not have. In other words, it is only necessary that the magnitude of S differs depending on each connection part of the joint. As a second step, a metal plate 8c having a center sufficient to cover the gap S is prepared, and the angle of the tip 9 of the metal plate 8c is formed to be approximately equal to a. Although the angle of the joint formation differs somewhat depending on each joint, even if the tip 9 of the metal plate is not so accurate, it can be sufficiently handled at the welding stage. Figure 4 shows the state after welding. 8 is limited in its range by the iron fitting of the joint 2, and therefore it will be sufficient to manufacture the same shape of the metal plate 8c.

シール用金属板8a,8b,8cは一般に軟鋼を使用す
るが、溶接可能であれば他の金属材料でもよい。釘瞥1
の周囲を防蝕カバーの底部3aでシールし、継手2付近
を前記金属板8a,8b,8cでシールした後、カバー
内にモルタル等を充填して固化させて工事は終了する。
叙上の如く本発明のシール工法によれば、鋼管や継手の
いずれが生じても充分対応できると共に、完壁なシール
効果を得ることができる。
The sealing metal plates 8a, 8b, and 8c are generally made of mild steel, but other metal materials may be used as long as they can be welded. Kugime 1
After sealing the periphery with the bottom 3a of the corrosion-resistant cover and sealing the vicinity of the joint 2 with the metal plates 8a, 8b, and 8c, the cover is filled with mortar or the like and solidified to complete the construction.
As described above, according to the sealing method of the present invention, it is possible to sufficiently deal with any problems that may occur with steel pipes or joints, and to obtain a perfect sealing effect.

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

第1図は鋼管矢板の平面図、第2図は斜視図、第3図、
第4図は継手付近のシールを拡大した平面図である。 1・・・・・・鋼管、2・・・・・・継手、3・・・・
・・防蝕カバー、4・…−・ガイド、6…・・・カバー
取付け臭、8a,8b,8c・・・・・・シール用金属
板、0・・・・・・継手競合部の角度、S・・・…金属
板の隙間。 繁1図 第2図 静3図 第4図
Figure 1 is a plan view of the steel pipe sheet pile, Figure 2 is a perspective view, Figure 3 is
FIG. 4 is an enlarged plan view of the seal near the joint. 1... Steel pipe, 2... Fitting, 3...
...Corrosion-proof cover, 4...--Guide, 6...Cover installation odor, 8a, 8b, 8c...Metal plate for sealing, 0...Angle of joint conflict area, S...Gap between metal plates. Figure 1 Figure 2 Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 1 対向する鋼管と両鋼管を連結する継手付近の防蝕カ
バー取付け側をシールするに当たり、継手及び継手近傍
の鋼管面に適合する金属板を形成し、次にこの金属板を
継手嵌合部に相当する位置で分割してから各鋼管側に固
着し、更に他の金属板によつて前記両金属板の隙間及び
継手嵌合部の防蝕側を塞ぐと共に前記複数の金属板を連
結することを特徴とする矢板用防蝕カバーの底部シール
工法。
1. To seal the facing steel pipes and the side where the corrosion protection cover is attached near the joint that connects both steel pipes, a metal plate that fits the joint and the steel pipe surface near the joint is formed, and then this metal plate is used to seal the part that corresponds to the fitting part of the joint. It is characterized in that the metal plates are divided at the positions where the steel pipes are attached and then fixed to each steel pipe side, and the gap between the two metal plates and the corrosion-resistant side of the joint fitting portion are closed by another metal plate, and the plurality of metal plates are connected. A method for sealing the bottom of a corrosion-resistant cover for sheet piles.
JP8442181A 1981-06-03 1981-06-03 Bottom sealing method for corrosion-resistant cover for sheet piles Expired JPS6017905B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8442181A JPS6017905B2 (en) 1981-06-03 1981-06-03 Bottom sealing method for corrosion-resistant cover for sheet piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8442181A JPS6017905B2 (en) 1981-06-03 1981-06-03 Bottom sealing method for corrosion-resistant cover for sheet piles

Publications (2)

Publication Number Publication Date
JPS57201433A JPS57201433A (en) 1982-12-09
JPS6017905B2 true JPS6017905B2 (en) 1985-05-07

Family

ID=13830113

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8442181A Expired JPS6017905B2 (en) 1981-06-03 1981-06-03 Bottom sealing method for corrosion-resistant cover for sheet piles

Country Status (1)

Country Link
JP (1) JPS6017905B2 (en)

Also Published As

Publication number Publication date
JPS57201433A (en) 1982-12-09

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