JP3172964B2 - Connection method for connection to steel in concrete - Google Patents

Connection method for connection to steel in concrete

Info

Publication number
JP3172964B2
JP3172964B2 JP18792793A JP18792793A JP3172964B2 JP 3172964 B2 JP3172964 B2 JP 3172964B2 JP 18792793 A JP18792793 A JP 18792793A JP 18792793 A JP18792793 A JP 18792793A JP 3172964 B2 JP3172964 B2 JP 3172964B2
Authority
JP
Japan
Prior art keywords
concrete
metal fitting
steel
conductor
long
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 - Fee Related
Application number
JP18792793A
Other languages
Japanese (ja)
Other versions
JPH0741968A (en
Inventor
岳晴 川岡
悟 山本
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 Corrosion Engineering Co Ltd
Original Assignee
Nippon Corrosion Engineering Co Ltd
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 Corrosion Engineering Co Ltd filed Critical Nippon Corrosion Engineering Co Ltd
Priority to JP18792793A priority Critical patent/JP3172964B2/en
Publication of JPH0741968A publication Critical patent/JPH0741968A/en
Application granted granted Critical
Publication of JP3172964B2 publication Critical patent/JP3172964B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Prevention Of Electric Corrosion (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【産業上の利用分野】本発明は、コンクリート中の鋼材
の腐食を防止するために設置する電気防食装置および該
鋼材の腐食・防食状態を把握するために設置する電位計
測器のための該鋼材への接続用結線方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anticorrosion device installed to prevent corrosion of steel in concrete and a steel material for a potential measuring instrument installed to grasp the corrosion and anticorrosion state of the steel. To a connection method for connection to a computer.

【従来の技術】近年、鉄筋コンクリート構造物中の鋼材
が、細骨材に含まれる塩分や海塩粒子の侵入などによっ
て、腐食することが問題となっている。その防食対策と
して、コンクリート構造物の表面に鋼材より電位の卑な
金属溶射皮膜を密着させ、金属溶射皮膜に直流電源装置
の正極を、鋼材に負極をそれぞれ接続して直流電流を流
す方法や、コンクリート構造物表面の内部に白金被覆チ
タン製の線状電極やメッシュ状電極を取り付け、該電極
に直流電源装置の正極を、鋼材に負極をそれぞれ導線で
接続して直流電流を流して電気防食する方法が採用され
ている。また、コンクリート中の鋼材の腐食状況の把握
および防食効果の確認の方法として、電位センサーをコ
ンクリート表面に押し当て、コンクリート中の鋼材と電
位センサーとの電位差を電位差計を用いて計測する方法
が採用されており、コンクリート中の鋼材と導線を接続
している。従来、コンクリート中の鋼材に導線を電気的
に接続する場合には、図4のように、鉄筋2が露出する
深さ迄コンクリート1をはつり、先端部に導線接続用の
穴を設けた平鋼12の他端部に丸鋼5を溶接し、この丸
鋼5の端部を露出した鉄筋2に溶接し、平鋼12の穴
に、ボルト・ナット13を用いて先端に圧着端子6を取
り付けた導線8を取り付けるか、図5のように、予め一
端に導線8を取り付けた丸鋼5の側面を鉄筋2に溶接す
る方法等が取られていた。はつり穴はコンクリート7で
埋め戻される。
2. Description of the Related Art In recent years, there has been a problem that steel in a reinforced concrete structure is corroded due to intrusion of salt or sea salt particles contained in fine aggregate. As a countermeasure against corrosion, a method in which a metal spray coating having a lower potential than steel is adhered to the surface of the concrete structure, a positive electrode of a DC power supply is connected to the metal spray coating, and a negative electrode is connected to the steel to flow a DC current, A linear electrode or a mesh electrode made of platinum-coated titanium is attached inside the surface of the concrete structure, and the positive electrode of a DC power supply device is connected to the electrode, and the negative electrode is connected to a steel material by a conductive wire, and a DC current is applied to perform electrolytic protection. The method has been adopted. In addition, as a method of grasping the corrosion state of steel in concrete and checking the anticorrosion effect, a method of pressing a potential sensor against the concrete surface and measuring the potential difference between the steel material in concrete and the potential sensor using a potentiometer is adopted. The steel wire in the concrete is connected to the conductor. Conventionally, when a conductor is electrically connected to a steel material in concrete, as shown in FIG. 4, the concrete 1 is stretched to a depth at which the reinforcing bar 2 is exposed, and a flat steel bar provided with a hole for connecting the conductor at the tip is provided. The round bar 5 is welded to the other end of the round bar 12, the end of the round bar 5 is welded to the exposed reinforcing bar 2, and the crimp terminal 6 is attached to the hole of the flat bar 12 using a bolt and nut 13. 5 or a method of welding the side surface of the round steel 5 to which the conductor 8 has been attached at one end in advance to the reinforcing bar 2 as shown in FIG. The hanging hole is backfilled with concrete 7.

【発明が解決しようとする課題】叙上の如き従来技術に
あっては、以下の如き問題点がある。すなわち、図4の
方法では、鉄筋2のコンクリートかぶり厚さが一様でな
いため平鋼4の穴がコンクリート7に埋め込まれないよ
うに鉄筋2のコンクリートかぶり厚さに合わせて丸鋼5
を切断して溶接しなければならず、また、一旦鉄筋2の
コンクリートかぶり厚さに合わせて丸鋼5を切断して溶
接しても、コンクリートはつり部分の補修を一様にする
ことが困難なために、該平鋼4の穴の位置が補修したコ
ンクリート7に近すぎたり、不必要に離れたりすること
があり、コンクリート埋め戻しの補修に熟練した作業者
を必要とする等の欠点があった。また、図5の方法で
は、該丸鋼5に取り付けた導線8がコンクリート7中に
埋め込まれるため、導線8がコンクリート7中で断線等
の支障をきたした場合、補修が困難となる欠点があっ
た。本発明は、従来の技術の有するこのような問題点に
鑑みてなされたものであり、その目的とするところは、
導線8の結線レベル合わせが結線時、コンクリート7埋
め戻し後でも自在になし得て別段の熟練を要せず、か
つ、導線8がコンクリート7中に埋没することなしに結
線することのできるコンクリート中の鋼材への接続用結
線方法を提供しようとするものである。
The above prior arts have the following problems. That is, in the method of FIG. 4, since the concrete cover thickness of the reinforcing bar 2 is not uniform, the round bar 5 is adjusted to the concrete cover thickness of the reinforcing bar 2 so that the hole of the flat bar 4 is not embedded in the concrete 7.
It is difficult to uniformly repair the suspended portion even if the round bar 5 is cut and welded once according to the concrete cover thickness of the reinforcing bar 2. Therefore, the position of the hole of the flat steel 4 may be too close to the repaired concrete 7 or may be unnecessarily separated, which may require a skilled worker to repair the concrete backfill. Was. Further, in the method of FIG. 5, since the conductor 8 attached to the round steel 5 is embedded in the concrete 7, there is a drawback in that if the conductor 8 is broken in the concrete 7, such as disconnection, repair becomes difficult. Was. The present invention has been made in view of such problems of the related art, and the object thereof is to:
At the time of connection, the connection level of the conductor 8 can be adjusted freely even after backfilling the concrete 7 without any special skill and in the concrete where the conductor 8 can be connected without being buried in the concrete 7. It is intended to provide a method for connecting to a steel material.

【課題を解決するための手段】上記目的を達成するため
に、本発明における結線方法は、コンクリート中の鋼材
に、長手方向に締結金具固着部を連続状に確保した長尺
金具の基端部を溶接し、該締結金具を介して導線端部
を、該長尺金具のはつり穴より突き出た任意レベル位置
に止着するとしたものである。
In order to achieve the above-mentioned object, the present invention provides a method for connecting wires, comprising the steps of: providing a base metal end of a long metal fitting in which a fastening metal fixing portion is continuously provided in a steel material in concrete in a longitudinal direction. Is welded, and the end of the conductive wire is fixed to an arbitrary level position protruding from a hanging hole of the long metal fitting via the fastening metal.

【作用】コンクリートはつり穴から突き立つ長尺金具の
任意のレベル位置に締結金具は取り付けできる。しかし
て、この締結金具を介して止着される導線はコンクリー
トの埋め戻し前後を問わず正規レベルに結線させること
ができる。また、当然のことながら導線は埋め戻しコン
クリート中に埋没しないので、好都合となる。
[Function] A fastening fitting can be attached to an arbitrary level position of a long fitting protruding from a hanging hole in concrete. Thus, the conducting wire fixed via the fastener can be connected to a normal level before and after backfilling of concrete. Also, of course, the conductor is not buried in the backfill concrete, which is advantageous.

【実施例】実施例について図を参照して説明すると、図
1は、全長をネジ切り加工したボルトからなる金具3を
コンクリート1中の鉄筋2に溶接し、該ネジに螺着する
ナット4、4′で導線8付き圧着端子6を金具3に固定
した、本発明の1実施例を示す。なお、金具3は丸鋼の
一端をネジ切り加工したもの等でもよい。ネジが全長に
渡って加工されているために、金具3の露出部のどの位
置にでもナット4、4′および圧着端子6で導線8を接
続できるため、コンクリートはつり部分の補修部のコン
クリート7が元のコンクリート1面と一致しなくてもコ
ンクリート表面から適正なレベルで、導線8を金具3に
接続できる。なお、金具3が長すぎる場合は、ナット
4、4′で導線8付き圧着端子6を金具3に固定した
後、適宜長さで切ればよい。盛り替えも自在であり、全
く熟練を要しない。図2は、列状の複数のボルト挿通穴
9,…をあけた平鋼から成る金具3′の端部をコンクリ
ート1中の鉄筋2に溶接し、ボルト・ナット10で導線
8付き圧着端子6を金具3′に固定した、本発明の他の
実施例を示す。金具3のコンクリート7から露出した部
分のいずれの穴9を用いてもボルト・ナット10および
圧着端子6で導線8を接続できるため、コンクリートは
つり部分の補修部のコンクリート7が元のコンクリート
1面と一致しなくてもコンクリート表面から適当なレベ
ルで、導線8を金具3に接続できる。なお、金具3が長
すぎる場合に、適当な長さで切れば良いことは、図1と
同様である。盛り替え自在可も同様である。図3は、ボ
ルト挿通用長穴11,…をあけた平鋼から成る金具3″
の端部をコンクリート1中の鉄筋2に溶接し、ボルト・
ナット10で導線8付き圧着端子6を金具3″に固定し
た、本発明の他の実施例を示す。金具3″の長穴11の
コンクリートから露出した部分のいずれの位置にボルト
・ナット10および圧着端子6で導線8を接続できるた
め、コンクリートはつり部分の補修部のコンクリート7
が元のコンクリート1面と一致しなくてもコンクリート
表面から適当なレベルで、導線8を金具3に接続でき
る。なお、金具3が長すぎる場合に、適当な長さで金具
3を切れば良いこと並びに盛り替え自在は、図1、図2
同様である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, an embodiment will be described with reference to the drawings. FIG. 1 shows a nut 3 which is formed by welding a metal fitting 3 made of a bolt having a full length threaded to a reinforcing bar 2 in concrete 1 and screwing the screw. 4 'shows an embodiment of the present invention in which the crimp terminal 6 with the conductive wire 8 is fixed to the metal fitting 3 at 4'. In addition, the metal fitting 3 may be one obtained by threading one end of a round steel. Since the screws are machined over the entire length, the conductors 8 can be connected to the exposed portions of the metal fittings 3 at any positions of the exposed portions of the metal fittings 3 by the nuts 4 and 4 'and the crimping terminals 6. The conductor 8 can be connected to the metal fitting 3 at an appropriate level from the concrete surface even if it does not match the original concrete one surface. If the metal fitting 3 is too long, the crimp terminal 6 with the conducting wire 8 may be fixed to the metal fitting 3 with the nuts 4 and 4 ', and then cut to an appropriate length. It can be freely changed and does not require any skill. FIG. 2 shows an end of a metal fitting 3 'made of flat steel with a plurality of bolt holes 9 in a row, welded to a reinforcing bar 2 in concrete 1, and a crimp terminal 6 with a conducting wire 8 with bolts and nuts 10. Is shown in another embodiment of the present invention in which is fixed to a metal fitting 3 '. The conductor 8 can be connected by the bolts and nuts 10 and the crimp terminals 6 using any of the holes 9 in the part of the metal fitting 3 exposed from the concrete 7, so that the concrete 7 in the repaired part of the hanging part is the same as the original concrete one surface. Even if they do not match, the conductor 8 can be connected to the metal fitting 3 at an appropriate level from the concrete surface. It is to be noted that, when the metal fitting 3 is too long, it is sufficient to cut it at an appropriate length, as in FIG. The same applies to freely changeable arrangements. FIG. 3 shows a metal fitting 3 "made of flat steel with a slot 11 for bolt insertion.
Is welded to reinforcing bar 2 in concrete 1 and bolts
Another embodiment of the present invention is shown in which the crimp terminal 6 with the conducting wire 8 is fixed to the metal fitting 3 "with the nut 10. The bolt and nut 10 and Since the conductor 8 can be connected with the crimp terminal 6, the concrete is used as the concrete 7 at the repaired portion of the hanging portion.
The conductor 8 can be connected to the metal fitting 3 at an appropriate level from the concrete surface even if the wire does not coincide with the original concrete surface. In addition, when the metal fitting 3 is too long, what is necessary is just to cut the metal fitting 3 by an appropriate length, and it is possible to change the arrangement freely, as shown in FIGS.
The same is true.

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。コ
ンクリート中の鋼材に固定した金具のコンクリート表面
露出部の任意位置に導線を取り付けることができるの
で、従来の如く、鋼材のコンクリートかぶり厚さに合わ
せて金具を切断して溶接する必要がない。また、コンク
リートはつり部分の補修が一様でなくても固定具の取付
位置が補修したコンクリートに近すぎて導線の取り付け
に支障をきたしたり、不必要に離れ過ぎて導線が不安定
になることがなく、コンクリートの補修に熟練した作業
者を必要としない。また、導線がコンクリート中に埋め
込まれることがないため、導線が断線等の支障をきたし
た場合でも、簡単に補修ができる。
Since the present invention is configured as described above, it has the following effects. Since the conducting wire can be attached to an arbitrary position on the exposed portion of the concrete surface of the metal fitting fixed to the steel material in the concrete, it is not necessary to cut and weld the metal fitting according to the concrete cover thickness of the steel material as in the related art. In addition, even if the repair of the hanging part is not uniform, the mounting position of the fixture may be too close to the repaired concrete and hinder the installation of the conductor, or the conductor may be unnecessarily separated and the conductor may become unstable. There is no need for skilled workers to repair concrete. Further, since the conductor is not embedded in the concrete, even if the conductor has a trouble such as disconnection, it can be easily repaired.

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

【図1】本発明の実施例の結線方法を示した図面であ
る。
FIG. 1 is a diagram illustrating a connection method according to an embodiment of the present invention.

【図2】本発明の別の実施例の結線方法を示した図面で
ある。
FIG. 2 is a diagram showing a connection method according to another embodiment of the present invention.

【図3】本発明の別の実施例の結線方法を示した図面で
ある。
FIG. 3 is a diagram showing a connection method according to another embodiment of the present invention.

【図4】従来の結線方法を示した図面である。FIG. 4 is a view showing a conventional connection method.

【図5】従来の別の結線方法を示した図面である。FIG. 5 is a view showing another conventional connection method.

【符号の説明】[Explanation of symbols]

1 コンクリート 2 鉄筋 3,3′,3″ 金具 4、4′ ナット 5 丸鋼 6 圧着端子 7 コンクリート 8 導線 9 ボルト挿通穴 10 ボルト・ナット 11 ボルト挿通用長穴 12 平鋼 13 ボルト・ナット DESCRIPTION OF SYMBOLS 1 Concrete 2 Reinforcing bar 3, 3 ', 3 "metal fitting 4, 4' nut 5 Round steel 6 Crimp terminal 7 Concrete 8 Conductor wire 9 Bolt insertion hole 10 Bolt and nut 11 Bolt insertion long hole 12 Flat steel 13 Bolt and nut

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) C23F 13/00 - 13/22 E02D 31/06 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 7 , DB name) C23F 13/00-13/22 E02D 31/06

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリート中の鋼材に、長手方向に締
結金具固着部を連続状に確保した長尺金具の基端部を溶
接し、該締結金具を介して導線端部を、該長尺金具のは
つり穴より突き出た任意レベル位置に止着するとしたこ
とを特徴とするコンクリート中の鋼材への接続用結線方
法。
1. A base end of a long metal fitting having a fastening metal fixing portion continuously secured in a longitudinal direction to a steel material in concrete, and a lead end portion of the long metal fitting is connected to the long metal fitting through the fastening metal. A method of connecting to steel in concrete, characterized in that it is fixed at an arbitrary level protruding from a hanging hole.
【請求項2】 長尺金具がネジ鋼棒で、締結金具が対の
ナットである請求項1記載のコンクリート中の鋼材への
接続用結線方法。
2. The method for connecting to a steel material in concrete according to claim 1, wherein the long metal fitting is a screw steel rod and the fastening metal fitting is a pair of nuts.
【請求項3】 長尺金具が列状の複数のボルト挿通穴を
穿設の平鋼で、締結金具がボルト・ナットである請求項
1記載のコンクリート中の鋼材への接続用結線方法。
3. The method according to claim 1, wherein the long metal fitting is a flat steel having a plurality of row-shaped bolt insertion holes, and the fastening metal fittings are bolts and nuts.
【請求項4】 長尺金具がボルト挿通用長穴を穿設の平
鋼で、締結金具がボルト・ナットである請求項1記載の
コンクリート中の鋼材への接続用結線方法。
4. The method according to claim 1, wherein the long metal fitting is a flat steel having a long hole for inserting a bolt, and the fastening metal fitting is a bolt and a nut.
JP18792793A 1993-07-29 1993-07-29 Connection method for connection to steel in concrete Expired - Fee Related JP3172964B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18792793A JP3172964B2 (en) 1993-07-29 1993-07-29 Connection method for connection to steel in concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18792793A JP3172964B2 (en) 1993-07-29 1993-07-29 Connection method for connection to steel in concrete

Publications (2)

Publication Number Publication Date
JPH0741968A JPH0741968A (en) 1995-02-10
JP3172964B2 true JP3172964B2 (en) 2001-06-04

Family

ID=16214639

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18792793A Expired - Fee Related JP3172964B2 (en) 1993-07-29 1993-07-29 Connection method for connection to steel in concrete

Country Status (1)

Country Link
JP (1) JP3172964B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4968645B2 (en) * 2007-05-31 2012-07-04 株式会社ピーエス三菱 Terminal mounting structure for corrosion protection of concrete structures
JP6951053B2 (en) * 2015-06-30 2021-10-20 西日本高速道路株式会社 Monitoring method of sacrificial anode method in concrete structure
JP7049286B2 (en) * 2019-03-11 2022-04-06 株式会社ナカボーテック Electrical connection structure and electrical connection method

Also Published As

Publication number Publication date
JPH0741968A (en) 1995-02-10

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