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JPH0749661B2 - Anticorrosion repair and reinforcement method for underwater driving members - Google Patents
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JPH0749661B2 - Anticorrosion repair and reinforcement method for underwater driving members - Google Patents

Anticorrosion repair and reinforcement method for underwater driving members

Info

Publication number
JPH0749661B2
JPH0749661B2 JP15149987A JP15149987A JPH0749661B2 JP H0749661 B2 JPH0749661 B2 JP H0749661B2 JP 15149987 A JP15149987 A JP 15149987A JP 15149987 A JP15149987 A JP 15149987A JP H0749661 B2 JPH0749661 B2 JP H0749661B2
Authority
JP
Japan
Prior art keywords
fiber
filler
underwater driving
layer
reinforced
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
JP15149987A
Other languages
Japanese (ja)
Other versions
JPS63315737A (en
Inventor
光一 佐藤
博之 海輪
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
Original Assignee
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP15149987A priority Critical patent/JPH0749661B2/en
Publication of JPS63315737A publication Critical patent/JPS63315737A/en
Publication of JPH0749661B2 publication Critical patent/JPH0749661B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、水底地盤に打込まれた鋼管杭,鋼矢板等の
水中打込部材を防食補修あるいは防食補強する方法に関
するものである。
Description: TECHNICAL FIELD The present invention relates to a method of performing anticorrosion repair or anticorrosion reinforcement of an underwater driving member such as a steel pipe pile or a steel sheet pile driven into a water bottom ground.

〔従来技術〕[Prior art]

従来、水底地盤に打込まれた鋼管杭等の水中打込部材を
防食補修あるいは防食補強する場合、水中打込部材にお
ける被防食補修補強部を型枠で囲み、その型枠と被防食
補修補強部との間にモルタルあるいはコンクリート等の
経時硬化性充填材を注入充填する方法が知られている。
そして経時硬化性充填材が硬化したのち、前記型枠を取
外す場合とその型枠を取外さないでそのまま埋殺す場合
とがあり、型枠を取外す場合は鋼製の型枠が用いられ、
また型枠を取外さないで埋殺す場合はプレキヤストのグ
ラスフアイバ補強セメント型枠(GRC型枠)が用いられ
る。
Conventionally, when anti-corrosion repair or anti-corrosion reinforcement of underwater driving members such as steel pipe piles that have been driven into the seabed ground, the anticorrosion repair reinforcement part of the underwater driving members is surrounded by a formwork, and the formwork and anticorrosion repair reinforcement There is known a method of injecting and filling a time-curable filler such as mortar or concrete with the section.
And after the time-curable filler is cured, there is a case where the mold is removed and there is a case where it is buried as it is without removing the mold, when removing the mold, a steel mold is used,
In addition, when burying without removing the formwork, precast glass fiber reinforced cement formwork (GRC formwork) is used.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

しかしながら、前記従来技術において、経時硬化性充填
材が硬化したのち型枠を取外した場合は、前記充填材が
直接海水,日射等の環境(劣化促進環境)にさらされる
ので、硬化した充填材の劣化が促進され、かつその充填
材に流木等の漂流物や船等が直接衝突するので、充填材
にクラツクあるいは欠損が発生し易くなり、さらに経時
硬化性充填材の硬化反応に伴つて充填材に硬化収縮によ
るクラツクが発生し易いという問題がある。
However, in the above-mentioned conventional technique, when the mold is removed after the time-curable filler is cured, the filler is directly exposed to the environment (deterioration-promoting environment) such as seawater or solar radiation. Deterioration is promoted, and drifting materials such as driftwood and ships directly collide with the filling material, so that cracks or defects easily occur in the filling material. In addition, there is a problem that cracking is likely to occur due to curing shrinkage.

また経時硬化性充填材が硬化したのち、型枠を取外さな
いで埋殺す場合に使用するGRC型枠は、高価であると共
に重量が相当重いので取付施工の際の作業性が悪く、か
つ充填材との密着性を確保する手段を施したり、充填材
の硬化に伴う硬化収縮を防止するために膨張材を添加す
る等の必要があるので、コストが高くなり、さらに充填
材の硬化収縮に伴うクラツクがGRC型枠にまで及ぶ等の
問題がある。
Also, the GRC formwork, which is used when it is buried without removing the formwork after the time-curable filler has hardened, is expensive and considerably heavy, so workability during installation work is poor and filling Since it is necessary to add a means to ensure the adhesion with the material and to add an expansion material to prevent the curing shrinkage due to the curing of the filler, the cost will increase and the curing shrinkage of the filler will be further increased. There are problems such as accompanying cracks extending to the GRC formwork.

〔発明の目的、構成〕[Object and Structure of Invention]

この発明は前述の問題を有利に解決できる水中打込部材
の防食補修補強方法を提供することを目的とするもので
あつて、この発明の要旨とするところは、型枠1の内面
に繊維補強層2を取付けて構成した複数の繊維補強層付
き型枠3を、水中打込部材4における被防食補修補強部
を覆うように配置し、かつその被防食補修補強部と繊維
補強層付き型枠3との間に充填用空間5を設け、次にそ
の充填用空間5内に経時硬化性充填材6を注入充填する
ことを特徴とする水中打込部材の防食補修補強方法にあ
る。
An object of the present invention is to provide an anticorrosion repair / reinforcement method for an underwater driving member which can advantageously solve the above-mentioned problems. The gist of the present invention is to provide a fiber reinforced inner surface of a mold 1. A plurality of fiber-reinforced layered molds 3 having the layers 2 attached thereto are arranged so as to cover the corrosion-protected repaired reinforcements of the underwater driving member 4, and the corrosion-protected repaired reinforcements and the fiber-reinforced layered molds. 3, a filling space 5 is provided between the filling space 5 and the filling space 5, and then the time-curable filling material 6 is injected and filled into the filling space 5.

〔実施例〕〔Example〕

次にこの発明を図示の例によつて詳細に説明する。 Next, the present invention will be described in detail with reference to the illustrated example.

第6図および第7図はこの発明の第1実施例において用
いられる繊維補強層付き型枠3を示すものであつて、半
円筒状の鋼製型枠1の内面に、ガラス繊維または合成繊
維の不織布(または市販の繊維マツト)からなるシート
状の繊維補強層2が両面接着テープ等により着脱自在に
固定され、かつ前記型枠1の外面の周囲方向端部には、
上下方向に延長するL形断面の鋼製連結部材7が溶接に
より固着され、その鋼製連結部材7には多数のボルト挿
通用透孔8が設けられている。
6 and 7 show a mold 3 with a fiber-reinforced layer used in the first embodiment of the present invention, in which glass fiber or synthetic fiber is provided on the inner surface of a semi-cylindrical steel mold 1. The sheet-like fiber reinforcing layer 2 made of the non-woven fabric (or commercially available fiber mat) is detachably fixed with a double-sided adhesive tape or the like, and the outer peripheral edge of the outer surface of the mold 1 is
A steel connecting member 7 having an L-shaped cross section that extends in the vertical direction is fixed by welding, and the steel connecting member 7 is provided with a large number of through holes 8 for inserting bolts.

第1図ないし第5図は前記繊維補強層付き型枠3を使用
したこの発明の第1実施例を示すものであつて、まず第
1図および第2図に示すように、水底地盤に打込まれて
上部コンクリート床版9を支持している鋼管杭からなる
水中打込部材4における被防食補修補強部の下方に、型
枠位置決め用ストツパ10を有する鋼製環状底板11とその
鋼製環状底板11を支承するリブ12とが溶接により固着さ
れ、一対の繊維補強層付き型枠3は、水中打込部材にお
ける被防食補修補強部を囲むように円形に配置されて前
記環状底板11に配置され、かつ隣り合う繊維補強層付き
型枠3の端部の連結部材7にわたつて多数のボルト13が
挿通され、そのボルト13により各繊維補強層付き型枠3
における型枠1の端部が相互に締付結合され、前記被防
食補修補強部と各繊維補強層付き型枠3との間に充填用
空間5が設けられる。
1 to 5 show a first embodiment of the present invention using the frame 3 with the fiber reinforcing layer. First, as shown in FIG. 1 and FIG. A steel annular bottom plate 11 and a steel annular ring 11 thereof having a mold positioning stopper 10 below a corrosion-resistant repair and reinforcement portion of an underwater driving member 4 made of a steel pipe pile that is supported and supports an upper concrete slab 9. The ribs 12 that support the bottom plate 11 are fixed to each other by welding, and the pair of fiber-reinforced layered molds 3 are arranged in a circular shape so as to surround the anticorrosion repair reinforcing portion of the underwater driving member and are arranged on the annular bottom plate 11. A large number of bolts 13 are inserted through the connecting members 7 at the ends of the adjacent frame 3 with the fiber-reinforced layer, and the bolts 13 are used to form the frame 3 with the fiber-reinforced layer.
The end portions of the mold 1 are mutually fastened together, and a filling space 5 is provided between the anticorrosion repair reinforcing part and the fiber-reinforced layered mold 3.

次に前記充填用空間5に、第3図に示すようにコンクリ
ート等の経時硬化性充填材6が注入充填されると共に、
その経時硬化性充填材6の一部が繊維補強層2における
繊維の間に侵入し、その経時硬化性充填材6が硬化した
のち、ボルト13が取外されて外型枠1が撤去され、第4
図および第5図に示すように、繊維補強層2とその中に
侵入して硬化した充填材とからなる繊維補強硬化体層14
が、硬化した充填材6の表層部に形成される。
Next, as shown in FIG. 3, the time-curable filler 6 such as concrete is injected and filled into the filling space 5, and
A part of the time-curable filler 6 penetrates between the fibers in the fiber reinforcing layer 2, and after the time-curable filler 6 is cured, the bolt 13 is removed and the outer mold 1 is removed. Fourth
As shown in FIG. 5 and FIG. 5, a fiber-reinforced cured body layer 14 comprising a fiber-reinforced layer 2 and a filler which has penetrated into and cured therein.
Are formed on the surface layer of the cured filler 6.

この発明を実施する場合、繊維補強層2を構成する繊維
としては、ガラス繊維,炭素繊維,ポリプロピレン繊
維,ポリエチレン繊維,ナイロン繊維,アクリル繊維,
アラミツド繊維,アモルフアス繊維,スチール繊維,四
フツ化エチレン繊維等を使用することができ、また経時
硬化性充填材としては、セメントモルタル,コンクリー
ト,ポリマーセメント,レジンモルタル,プレミツクス
モルタル(ガラス繊維,スチール繊維とセメントモルタ
ルとを混合したもの)等を使用することができる。
When the present invention is carried out, the fibers constituting the fiber reinforcing layer 2 are glass fiber, carbon fiber, polypropylene fiber, polyethylene fiber, nylon fiber, acrylic fiber,
Aramid fiber, amorphous fiber, steel fiber, tetrafluoroethylene fiber, etc. can be used. As the time-curable filler, cement mortar, concrete, polymer cement, resin mortar, premix mortar (glass fiber, steel A mixture of fibers and cement mortar) or the like can be used.

前記型枠を構成する材料としては、鋼材,アルミ材,FRP
材,木材等を使用することができる。前記経時硬化性充
填材6が硬化したのち、型枠1を取外さないで埋殺して
もよい。
The material forming the formwork is steel, aluminum, FRP
Wood, wood, etc. can be used. After the time-curable filler 6 is cured, the mold 1 may be buried without being removed.

この発明は既設または新設の何れの水中打込部材の防食
補修補強にも実施することができる。さらにまた、前記
充填用空間5内に、予め鉄筋等の補強材を配置したのち
経時硬化性充填材を注入充填すれば、硬化後の充填材の
強度を著しく向上させることができる。
The present invention can be applied to anti-corrosion repair and reinforcement of existing or new underwater driving members. Furthermore, if a reinforcing material such as a reinforcing bar is arranged in advance in the filling space 5 and then a time-curable filler is injected and filled, the strength of the cured filler can be significantly improved.

〔発明の効果〕〔The invention's effect〕

この発明によれば、型枠1を取外しても、硬化した充填
材6の表層部に繊維補強硬化体層14が形成されているの
で、海水,日射等の環境から防食補修補強用の充填材6
を保護することができると共に、流木等の漂流物の衝突
力から前記充填材6を保護することができ、かつ工場で
製作されたGRC製型枠を使用しないで、単に施工現場に
おいて経時硬化性充填材を注入充填するだけで、表層部
に繊維補強硬化体層14を有する硬化充填材を形成するこ
とができるので、水中打込部材4の防食補修補強施工を
低コストで行なうことができ、さらに充填材が硬化する
ときの硬化収縮に伴うクラツクは充填材の表層から発生
しようとするが、その充填材の表層部は繊維補強硬化体
層14により強靱を付与されているので、硬化収縮に伴う
クラツクの発生を防止することができ、また前記従来の
GRC型枠のような大重量の型枠を使用する必要はなく、
軽量な型枠を使用できるのでハンドリングが容易である
等の効果が得られる。
According to the present invention, since the fiber-reinforced cured body layer 14 is formed on the surface layer portion of the cured filler 6 even after the mold 1 is removed, the filler for anticorrosion repair and reinforcement from the environment such as seawater and solar radiation. 6
The filler 6 can be protected from the collision force of drifting objects such as driftwood, and without the use of the GRC formwork manufactured at the factory, it can be simply hardened with time at the construction site. Since the cured filler having the fiber-reinforced cured body layer 14 in the surface layer portion can be formed only by injecting and filling the filler, it is possible to perform the anticorrosion repair reinforcement work of the underwater driving member 4 at low cost, Further, cracks due to curing shrinkage when the filler hardens tends to occur from the surface layer of the filler, but since the surface layer portion of the filler is given toughness by the fiber-reinforced cured body layer 14, it does not cause curing shrinkage. It is possible to prevent the accompanying cracks from occurring,
There is no need to use a heavy formwork like GRC formwork,
Since it is possible to use a lightweight form, it is possible to obtain effects such as easy handling.

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

図面はこの発明の実施例を示すものであつて、第1図は
水中打込部材における被防食補修補強部を囲む繊維補強
層付き型枠をセツトした状態を示す一部切欠縦断側面
図、第2図は第1図のA−A線断面図、第3図は水中打
込部材の被防食補修補強部と繊維補強層付き型枠との間
に経時硬化性充填材を充填した状態を示す横断平面図、
第4図は水中打込部材の防食補修補強を終了した状態を
示す一部縦断側面図、第5図は第4図のB−B線断面図
である。第6図はこの発明の実施例において用いられる
繊維補強層付き型枠の斜視図、第7図はその横断平面図
である。 図において1は型枠、2は繊維補強層、3は繊維補強層
付き型枠、4は水中打込部材、5は充填用空間、6は経
時硬化性充填材、7は連結部材、8はボルト挿通用透
孔、10は型枠位置決め用ストツパ、11は環状底板、13は
ボルト、14は繊維補強硬化体層である。
The drawings show an embodiment of the present invention. FIG. 1 is a partially cutaway vertical side view showing a state in which a mold with a fiber reinforcing layer surrounding an anticorrosion repair reinforcing portion of an underwater driving member is set. Fig. 2 is a cross-sectional view taken along the line AA in Fig. 1, and Fig. 3 shows a state in which a time-curable filler is filled between the anticorrosion repair reinforcing portion of the underwater driving member and the frame with the fiber reinforcing layer. Cross-section plan,
FIG. 4 is a partially longitudinal side view showing a state in which the anticorrosion repair and reinforcement of the underwater driving member has been completed, and FIG. 5 is a sectional view taken along line BB of FIG. FIG. 6 is a perspective view of a mold with a fiber reinforced layer used in an embodiment of the present invention, and FIG. 7 is a cross-sectional plan view thereof. In the figure, 1 is a form, 2 is a fiber reinforcement layer, 3 is a form with a fiber reinforcement layer, 4 is an underwater driving member, 5 is a filling space, 6 is a time-curable filler, 7 is a connecting member, and 8 is Through holes for inserting bolts, 10 is a mold positioning stopper, 11 is an annular bottom plate, 13 is bolts, and 14 is a fiber-reinforced cured body layer.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】型枠1の内面に繊維補強層2を取付けて構
成した複数の繊維補強層付き型枠3を、水中打込部材4
における被防食補修補強部を覆うように配置し、かつそ
の被防食補修補強部と繊維補強層付き型枠3との間に充
填用空間5を設け、次にその充填用空間5内に経時硬化
性充填材6を注入充填することを特徴とする水中打込部
材の防食補修補強方法。
1. A plurality of fiber-reinforced-layer-formed frames 3 each having a fiber-reinforced layer 2 attached to an inner surface of a frame 1, and an underwater driving member 4.
Is arranged so as to cover the anticorrosion repair reinforcement part in the above, and a filling space 5 is provided between the anticorrosion repair reinforcement part and the frame 3 with the fiber reinforcement layer, and then the filling space 5 is cured with time. 1. A method for preventing corrosion, repairing and reinforcing an underwater driving member, which comprises injecting and filling a water-soluble filler 6.
JP15149987A 1987-06-19 1987-06-19 Anticorrosion repair and reinforcement method for underwater driving members Expired - Lifetime JPH0749661B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15149987A JPH0749661B2 (en) 1987-06-19 1987-06-19 Anticorrosion repair and reinforcement method for underwater driving members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15149987A JPH0749661B2 (en) 1987-06-19 1987-06-19 Anticorrosion repair and reinforcement method for underwater driving members

Publications (2)

Publication Number Publication Date
JPS63315737A JPS63315737A (en) 1988-12-23
JPH0749661B2 true JPH0749661B2 (en) 1995-05-31

Family

ID=15519843

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15149987A Expired - Lifetime JPH0749661B2 (en) 1987-06-19 1987-06-19 Anticorrosion repair and reinforcement method for underwater driving members

Country Status (1)

Country Link
JP (1) JPH0749661B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2678566B2 (en) * 1994-03-15 1997-11-17 株式会社技研製作所 Pile, pile wall and pile wall construction method
JP5970211B2 (en) * 2012-03-15 2016-08-17 株式会社大林組 Strengthening structure of existing piles

Also Published As

Publication number Publication date
JPS63315737A (en) 1988-12-23

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