JPH11262145A - Structure preventing pulled out bolt for power-transmission steel tower - Google Patents
Structure preventing pulled out bolt for power-transmission steel towerInfo
- Publication number
- JPH11262145A JPH11262145A JP10080242A JP8024298A JPH11262145A JP H11262145 A JPH11262145 A JP H11262145A JP 10080242 A JP10080242 A JP 10080242A JP 8024298 A JP8024298 A JP 8024298A JP H11262145 A JPH11262145 A JP H11262145A
- Authority
- JP
- Japan
- Prior art keywords
- bolts
- bolt
- thermosetting resin
- nuts
- nut
- 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.)
- Pending
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は,送電鉄塔の主柱
材の脚部を基礎側に接合しているボルトが人為的に抜き
取られることを防止するための送電鉄塔ボルトの抜き取
り防止構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for preventing a power transmission tower bolt from being pulled out artificially, which prevents a bolt connecting a leg of a main column member of a power transmission tower to a foundation side.
【0002】[0002]
【従来の技術】送電鉄塔の主柱材の脚部は,基礎コンク
リートに埋め込まれた基礎側鉄柱にボルトで接合する構
造とするのが一般的である。例えば,主柱材として鋼管
を用いた場合は,いずれも鋼管からなる主柱材および基
礎側鉄柱のそれぞれの端面に溶接固定したフランジどう
しを多数のボルトで締め付け固定する。従来,これらの
接合を行うボルトについて,通常のボルト緩み止めを施
すことはあるが,人為的なボルト抜き取りに対しては,
特別な対策をとっていない。2. Description of the Related Art In general, legs of main pillars of power transmission towers are connected to foundation-side steel columns embedded in foundation concrete with bolts. For example, when a steel pipe is used as the main pillar, the flanges welded and fixed to the respective end faces of the main pillar made of steel pipe and the base-side iron pole are fastened and fixed with a large number of bolts. Conventionally, bolts that perform these joints are usually provided with bolts to prevent loosening.
No special measures have been taken.
【0003】[0003]
【発明が解決しようとする課題】最近,既設送電線の鉄
塔が倒壊する事故が発生したが,その原因として,単な
る事故でなく,上記のように送電鉄塔の主柱材の脚部と
基礎側鉄柱とを接合しているボルトが人為的に抜き取ら
れた可能性が考えられている。本発明は上記事情に鑑み
てなされたもので,単にボルトの緩み止めを図るという
だけでなく,人為的な抜き取りを防止することが可能な
送電鉄塔ボルトの抜き取り防止構造を提供することを目
的とする。Recently, an accident in which a tower of an existing transmission line collapsed occurred. The cause of the collapse was not merely an accident, but as described above, the leg of the main column of the transmission tower and the base side. It is considered possible that the bolts joining the steel columns were artificially removed. The present invention has been made in view of the above circumstances, and it is an object of the present invention to provide a structure for preventing power tower bolts from being pulled out not only by simply preventing the bolts from being loosened but also by preventing them from being pulled out artificially. I do.
【0004】[0004]
【課題を解決するための手段】上記課題を解決する請求
項1の発明は,送電鉄塔の主柱材の脚部と基礎コンクリ
ートに埋め込まれた基礎側鉄柱とを複数のボルトおよび
ナットで接合した送電鉄塔において,前記ボルトの頭部
またはナットまたはその両方の周囲を熱硬化性樹脂で覆
い固めたことを特徴とする。According to the first aspect of the present invention, a leg of a main pillar of a power transmission tower and a foundation-side steel pole embedded in foundation concrete are joined by a plurality of bolts and nuts. In the power transmission tower, the periphery of the bolt head and / or the nut or both are covered with a thermosetting resin and are hardened.
【0005】請求項2の発明は,送電鉄塔の主柱材の脚
部と基礎コンクリートに埋め込まれた基礎側鉄柱とを複
数のボルトおよびナットで接合した送電鉄塔において,
前記ボルトの頭部またはナットまたはその両方の周囲を
熱可塑性樹脂で覆い固めたことを特徴とする。According to a second aspect of the present invention, there is provided a power transmission tower in which a leg portion of a main pillar material of the power transmission tower and a foundation-side steel pole embedded in the foundation concrete are joined by a plurality of bolts and nuts.
The invention is characterized in that the periphery of the head and / or the nut of the bolt is covered with a thermoplastic resin and hardened.
【0006】請求項3の発明は,送電鉄塔の主柱材の脚
部と基礎コンクリートに埋め込まれた基礎側鉄柱とを複
数のボルトおよびナットで接合した送電鉄塔において,
前記ボルトの頭部またはナットまたはその両方の周囲を
合成ゴム材料で覆い固めたことを特徴とする。A third aspect of the present invention relates to a power transmission tower in which a leg of a main pillar of the power transmission tower is connected to a foundation-side steel pole embedded in foundation concrete with a plurality of bolts and nuts.
The head and / or the nut of the bolt may be covered and hardened with a synthetic rubber material.
【0007】[0007]
【発明の実施の形態】以下,本発明の実施の形態を図1
〜図7に示した実施例を参照して説明する。図1〜図4
に本発明の一実施例を示す。図1において,送電鉄塔の
主柱材1(4本のうちの1本を図示)の脚部は,基礎コ
ンクリート2に埋め込まれている基礎側鉄柱3に接合さ
れている。この実施例の主柱材1および基礎側鉄柱3は
図3に示すように鋼管であり,主柱材1および基礎側鉄
柱3のそれぞれの端面に溶接固定したフランジ4,5ど
うしが多数のボルト6およびナット7で接合されてい
る。ナット7は通常,図示のようにダブルナットを用い
る。FIG. 1 is a block diagram showing an embodiment of the present invention.
This will be described with reference to the embodiment shown in FIG. 1 to 4
FIG. 1 shows an embodiment of the present invention. In FIG. 1, the legs of a main pillar 1 (one of four shown) of a power transmission tower are joined to a foundation-side steel pole 3 embedded in a foundation concrete 2. As shown in FIG. 3, the main pillar 1 and the foundation-side steel pole 3 of this embodiment are steel pipes, and the flanges 4 and 5 welded and fixed to the respective end faces of the main pillar 1 and the foundation-side steel pole 3 are composed of a large number of bolts. 6 and a nut 7. The nut 7 usually uses a double nut as shown.
【0008】請求項1の発明では,上記のボルト6の頭
部6aまたはナット7またはその両方6,7の周囲を熱
硬化性樹脂で覆い固める。この実施例では,図4に詳細
を示すように,ボルト6の頭部6aおよびナット7の両
方の周囲を,例えばエポキシ樹脂等の熱硬化性樹脂8で
覆い固めている。図1,図2では熱硬化性樹脂を破線で
示している。ここで,熱硬化性樹脂で覆い固めるとは,
熱硬化性樹脂をボルト6の頭部6aやナット7の周囲に
モールドして,ボルト6の頭部6aやナット7が硬化し
た熱硬化性樹脂中に埋設した状態にすることをいう。According to the first aspect of the invention, the periphery of the head 6a and / or the nut 7 of the bolt 6 is covered with a thermosetting resin to be solidified. In this embodiment, as shown in detail in FIG. 4, the periphery of both the head 6a of the bolt 6 and the nut 7 is covered with a thermosetting resin 8 such as an epoxy resin, for example. 1 and 2, the thermosetting resin is indicated by a broken line. Here, to harden with thermosetting resin
It means that the thermosetting resin is molded around the head 6a and the nut 7 of the bolt 6 so that the head 6a and the nut 7 of the bolt 6 are embedded in the cured thermosetting resin.
【0009】上記の抜き取り防止構造によれば,熱硬化
性樹脂8がボルト6の緩み止めとなることは勿論,人為
的にボルト6を抜き取ろうとしても,スパナをボルト6
の頭部6aやナット7に掛けることができず,ボルト6
の抜き取りが実際上できない。勿論,絶対にできない訳
ではないが,熱硬化性樹脂8をボルト6の頭部6aやナ
ット7の周囲から除去することは極めて困難であるか
ら,実際上,ボルト抜き取りができなくなる効果を有す
ると考えてよいであろう。According to the above-described structure for preventing removal, the thermosetting resin 8 not only prevents the bolt 6 from loosening but also attempts to remove the bolt 6 artificially.
Cannot be hung on the head 6a or the nut 7, and the bolt 6
Can not be actually extracted. Of course, it is not absolutely impossible, but it is extremely difficult to remove the thermosetting resin 8 from the head 6a of the bolt 6 and the periphery of the nut 7, so that there is an effect that the bolt cannot be actually removed. You can think about it.
【0010】請求項2の発明は,前記の熱硬化性樹脂8
に代えて,熱可塑性樹脂を用いるものである。すなわ
ち,図の上では,前述と同じであるが,例えばポリエス
テル,ポリエチレン,軟質塩化ビニル等他の熱可塑性樹
脂でボルト6の頭部6aやナット7の周囲を覆い固める
ものである。ここで,前記の熱硬化性樹脂や硬質の熱可
塑性樹脂の場合は,例えばハンマーで強い打撃を加えた
時には,割れて破損する傾向にあるので,この点ではボ
ルト6の頭部6aやナット7の周囲から除去し易い要素
が若干あるとも言えるが,軟質塩化ビニルのような柔軟
性を有する熱可塑性樹脂の場合には,打撃に対して割れ
ることが少なく,したがって,ボルト6の頭部6aやナ
ット7の周囲からスパナ掛けできる程度に残りなく除去
することは一層困難であり,抜き取り防止効果が一層高
いといえる。According to a second aspect of the present invention, the thermosetting resin
Instead, a thermoplastic resin is used. That is, in the figure, it is the same as that described above, but the surroundings of the head 6a of the bolt 6 and the nut 7 are hardened with another thermoplastic resin such as polyester, polyethylene, and soft vinyl chloride. Here, in the case of the above-mentioned thermosetting resin or hard thermoplastic resin, for example, when a strong impact is applied by a hammer, the head tends to be broken and broken. It can be said that there are some elements that can be easily removed from the periphery of the bolt. However, in the case of a flexible thermoplastic resin such as soft vinyl chloride, it is less likely to be cracked by hitting. It is more difficult to remove from the periphery of the nut 7 to the extent that a spanner can be used, and it can be said that the effect of preventing the removal is higher.
【0011】請求項3の発明は,前記の熱硬化性樹脂8
や熱可塑性樹脂に代えて,合成ゴム材料を用いるもので
ある。すなわち,図の上では,前述と同じであるが,例
えばシーラント材として用いられるシリコンゴム等の合
成ゴム材料でボルト6の頭部6aやナット7の周囲を覆
い固めるものである。合成ゴムの場合は,柔軟性のある
熱可塑性樹脂以上に柔軟かつ弾性を有するので,ハンマ
ーで叩いた時に,打撃に対して割れることがさらに少な
く,スパナ掛けできる程度に残りなく除去することはさ
らに困難であり,抜き取り防止効果がさらに高いといえ
る。なお,この合成ゴムに金網を埋め込ませることも可
能である。これにより,合成ゴムを除去することが一層
困難になり,抜き取り防止効果が一層高くなる。According to a third aspect of the present invention, the thermosetting resin 8
A synthetic rubber material is used instead of the thermoplastic resin. That is, in the drawing, the same as the above, but the synthetic resin material such as silicon rubber used as a sealant material is used to cover and harden the periphery of the head 6a of the bolt 6 and the nut 7. In the case of synthetic rubber, since it is more flexible and elastic than a flexible thermoplastic resin, when it is hit with a hammer, it is less likely to be cracked by hitting, and it is even more difficult to remove it without leaving a wrench. It is difficult, and it can be said that the effect of preventing the removal is even higher. In addition, it is also possible to embed a wire net in this synthetic rubber. Thereby, it becomes more difficult to remove the synthetic rubber, and the effect of preventing the removal is further enhanced.
【0012】図5に他の実施例を示す。この実施例は,
フランジ4,5にボルト6の頭部6aまたはナット7が
収まる凹所11,12を形成し,凹所11,12に収容
されたボルト6の頭部6aまたはナット7の開放端面
を,熱硬化性樹脂または熱可塑性樹脂または合成ゴム材
料で覆い固めたものである。この構造であれば,熱硬化
性樹脂等を除去することが一層困難となり,抜き取り防
止効果が高くなる。FIG. 5 shows another embodiment. This embodiment is
Recesses 11 and 12 are formed in the flanges 4 and 5 to accommodate the head 6a or the nut 7 of the bolt 6, and the open end faces of the head 6a or the nut 7 of the bolt 6 housed in the recesses 11 and 12 are heat-cured. It is covered and hardened with a thermoplastic resin, a thermoplastic resin, or a synthetic rubber material. With this structure, it becomes more difficult to remove the thermosetting resin and the like, and the effect of preventing the removal is enhanced.
【0013】図6〜図8に本発明の他の実施例を示す。
この実施例は,主柱材1’および基礎側鉄柱3’が山形
鋼の場合である。主柱材1’と基礎側鉄柱3’とは図示
のように所定長さ部分を重ね合わせ,複数のボルト6お
よびナット7で接合する。この場合も,図示の通り,ボ
ルト6の頭部6aおよびナット7の周囲を熱硬化性樹脂
8’または熱可塑性樹脂または合成ゴム材料で覆い固め
ることで,ボルト6の抜き取り防止を図ることができ
る。FIGS. 6 to 8 show another embodiment of the present invention.
In this embodiment, the main pillar 1 'and the foundation-side steel pole 3' are angle irons. The main pillar 1 'and the foundation-side iron pole 3' are overlapped with each other by a predetermined length as shown in the figure, and are joined by a plurality of bolts 6 and nuts 7. Also in this case, the bolt 6 can be prevented from being pulled out by covering the head 6a of the bolt 6 and the periphery of the nut 7 with a thermosetting resin 8 'or a thermoplastic resin or a synthetic rubber material as shown in the figure. .
【0014】なお,通常の場合は,上述の樹脂やゴム等
でボルト6の頭部6aまたはナット7の一方のみを覆い
固めても,他方にスパナ掛けをしてボルト6を緩めるこ
とができるので,ボルト抜き取り防止の効果はないが,
前記他方がスペース的にスパナ掛けができない場合等の
何らかの事情がある場合には,樹脂やゴム等で一方のみ
を覆い固めることも考えられる。In the normal case, even if only one of the head 6a and the nut 7 of the bolt 6 is covered and hardened with the above-mentioned resin or rubber, the bolt 6 can be loosened by applying a spanner to the other. There is no effect of bolt removal prevention,
If there is some situation such as when the other side cannot be wrenched due to space, it is conceivable to cover and harden only one side with resin or rubber.
【0015】[0015]
【発明の効果】本発明によれば,送電鉄塔の主柱材の脚
部と基礎側鉄柱とのボルト接合部における,ボルトの頭
部またはナットまたはその両方の周囲を,熱硬化性樹脂
または熱可塑性樹脂または合成ゴム材料で覆い固めた構
造であるから,単にボルトの緩み止めを図ることができ
るというだけでなく,人為的な抜き取りを防止すること
が可能となった。According to the present invention, a thermosetting resin or a thermosetting resin is formed around a bolt head and / or a nut at a bolt joint between a leg of a main pillar of a power transmission tower and a foundation steel pole. Since the structure is covered with a plastic resin or a synthetic rubber material and hardened, not only can bolts be prevented from being loosened, but also artificial removal can be prevented.
【図1】本発明の一実施例を示すもので,送電鉄塔にお
ける1つの主柱材の基礎の近傍の正面図である。FIG. 1 shows an embodiment of the present invention and is a front view of the vicinity of a foundation of one main pillar in a power transmission tower.
【図2】図1における主柱材の脚部と基礎側鉄柱とのボ
ルト接合部近傍の拡大図である。FIG. 2 is an enlarged view of the vicinity of a bolt joint between a leg of a main column member and a foundation-side iron pole in FIG. 1;
【図3】図2のA−A断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;
【図4】図2の部分の模式的な拡大断面図である。FIG. 4 is a schematic enlarged sectional view of a portion of FIG. 2;
【図5】図4のボルト接合されるフランジ部分について
の他の実施例を示す縦断面図である。FIG. 5 is a longitudinal sectional view showing another embodiment of the flange portion to be bolted in FIG. 4;
【図6】本発明の他の実施例を示すもので,山形鋼を用
いた主柱材の脚部と基礎側鉄柱とのボルト接合部近傍の
正面図である。FIG. 6 shows another embodiment of the present invention, and is a front view near a bolt joint between a leg of a main pillar using angle iron and a foundation-side iron pole.
【図7】図6の右側面図である。FIG. 7 is a right side view of FIG.
【図8】図6のB−B断面図である。FIG. 8 is a sectional view taken along line BB of FIG. 6;
1 送電鉄塔の主柱材 2 基礎コンクリート 3 基礎側鉄柱 4,5 フランジ 6 ボルト 6a ボルトの頭部 7 ナット 8,8’ 熱硬化性樹脂(熱可塑性樹脂,合成ゴム材
料)DESCRIPTION OF SYMBOLS 1 Main pillar material of power transmission tower 2 Foundation concrete 3 Foundation side iron pole 4,5 Flange 6 Bolt 6a Bolt head 7 Nut 8,8 'Thermosetting resin (thermoplastic resin, synthetic rubber material)
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【手続補正書】[Procedure amendment]
【提出日】平成10年4月9日[Submission date] April 9, 1998
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0008[Correction target item name] 0008
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0008】請求項1の発明では,上記のボルト6の頭
部6aまたはナット7またはその両方6,7の周囲を熱
硬化性樹脂で覆い固める。この実施例では,図4に詳細
を示すように,ボルト6の頭部6aおよびナット7の両
方の周囲を,例えばエポキシ樹脂等の熱硬化性樹脂8で
覆い固めている。図1,図2では熱硬化性樹脂を破線で
示している。ここで,熱硬化性樹脂で覆い固めるとは,
熱硬化性樹脂をボルト6の頭部6aやナット7の周囲に
モールドして,ポルト6の頭部6aやナット7が硬化し
た熱硬化性樹脂中に埋没した状態にすることをいう。According to the first aspect of the invention, the periphery of the head 6a and / or the nut 7 of the bolt 6 is covered with a thermosetting resin to be solidified. In this embodiment, as shown in detail in FIG. 4, the periphery of both the head 6a of the bolt 6 and the nut 7 is covered with a thermosetting resin 8 such as an epoxy resin, for example. 1 and 2, the thermosetting resin is indicated by a broken line. Here, to harden with thermosetting resin
This means that the thermosetting resin is molded around the head 6a and the nut 7 of the bolt 6 so that the head 6a and the nut 7 of the port 6 are buried in the cured thermosetting resin.
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0010[Correction target item name] 0010
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0010】請求項2の発明は,前記の熱硬化性樹脂8
に代えて,熱可塑性樹脂を用いるものである。すなわ
ち,図の上では,前述と同じであるが,例えばポリエス
テル,ポリエチレン,軟質塩化ビニル等の熱可塑性樹脂
でボルト6の頭部6aやナット7の周囲を覆い固めるも
のである。ここで,前記の熱硬化性樹脂や硬質の熱可塑
性樹脂の場合は,例えばハンマーで強い打撃を加えた時
には,割れて破損する傾向にあるので,この点ではボル
ト6の頭部6aやナット7の周囲から除去し易い要素が
若干あるとも言えるが,軟質塩化ビニルのような柔軟性
を有する熱可塑性樹脂の場合には,打撃に対して割れる
ことが少なく,したがって,ボルト6の頭部6aやナッ
ト7の周囲からスパナ掛けできる程度に残りなく除去す
ることは一層困難であり,抜き取り防止効果が一層高い
といえる。According to a second aspect of the present invention, the thermosetting resin
Instead, a thermoplastic resin is used. That is, in the figure, it is the same as that described above, but the head 6a of the bolt 6 and the periphery of the nut 7 are hardened with a thermoplastic resin such as polyester, polyethylene, or soft vinyl chloride. Here, in the case of the above-mentioned thermosetting resin or hard thermoplastic resin, for example, when a strong impact is applied with a hammer, the resin tends to be broken and broken. It can be said that there are some elements that can be easily removed from the periphery of the bolt. However, in the case of a flexible thermoplastic resin such as soft vinyl chloride, it is less likely to be cracked by hitting. It is more difficult to remove from the periphery of the nut 7 to the extent that a spanner can be used, and it can be said that the effect of preventing the removal is higher.
Claims (3)
ートに埋め込まれた基礎側鉄柱とを複数のボルトおよび
ナットで接合した送電鉄塔において,前記ボルトの頭部
またはナットまたはその両方の周囲を熱硬化性樹脂で覆
い固めたことを特徴とする送電鉄塔ボルトの抜き取り防
止構造。1. A power transmission tower in which a leg of a main pillar of a power transmission tower and a foundation-side steel pole embedded in foundation concrete are joined with a plurality of bolts and nuts, around a head and / or a nut of the bolt. The power transmission tower bolts are prevented from being pulled out by solidifying with a thermosetting resin.
ートに埋め込まれた基礎側鉄柱とを複数のボルトおよび
ナットで接合した送電鉄塔において,前記ボルトの頭部
またはナットまたはその両方の周囲を熱可塑性樹脂で覆
い固めたことを特徴とする送電鉄塔ボルトの抜き取り防
止構造。2. A transmission tower in which a leg of a main pillar of a transmission tower and a foundation-side steel pole embedded in foundation concrete are joined by a plurality of bolts and nuts, around a head and / or a nut of the bolt. The power transmission tower bolts are prevented from being pulled out by solidifying it with a thermoplastic resin.
ートに埋め込まれた基礎側鉄柱とを複数のボルトおよび
ナットで接合した送電鉄塔において,前記ボルトの頭部
またはナットまたはその両方の周囲を合成ゴム材料で覆
い固めたことを特徴とする送電鉄塔ボルトの抜き取り防
止構造。3. A power transmission tower in which a leg of a main column material of the power transmission tower and a foundation-side steel pole embedded in foundation concrete are joined with a plurality of bolts and nuts, around a head and / or a nut of the bolt. The power transmission tower bolt is prevented from being pulled out by solidifying it with a synthetic rubber material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10080242A JPH11262145A (en) | 1998-03-12 | 1998-03-12 | Structure preventing pulled out bolt for power-transmission steel tower |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10080242A JPH11262145A (en) | 1998-03-12 | 1998-03-12 | Structure preventing pulled out bolt for power-transmission steel tower |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11262145A true JPH11262145A (en) | 1999-09-24 |
Family
ID=13712865
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10080242A Pending JPH11262145A (en) | 1998-03-12 | 1998-03-12 | Structure preventing pulled out bolt for power-transmission steel tower |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11262145A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013021646A (en) * | 2011-07-14 | 2013-01-31 | Kddi Engineering Co Ltd | Method of inspecting steel tower for communication |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5014966A (en) * | 1973-06-12 | 1975-02-17 | ||
JPS5614419Y2 (en) * | 1974-08-03 | 1981-04-04 | ||
JPS5761177U (en) * | 1980-09-30 | 1982-04-10 | ||
JPS5751802Y2 (en) * | 1978-06-07 | 1982-11-11 | ||
JPS5912416Y2 (en) * | 1980-04-23 | 1984-04-14 | 東京電力株式会社 | bolt fixing device |
JPH02138488A (en) * | 1988-11-18 | 1990-05-28 | Dainippon Toryo Co Ltd | Corrosion preventive method for bolt and nut |
JPH05187429A (en) * | 1991-07-08 | 1993-07-27 | Robert Bosch Gmbh | Manufacture of screw bonding fixing section |
JPH07301222A (en) * | 1994-05-09 | 1995-11-14 | Du Pont Kk | Rust preventative/anticorrosive structure of structure splicing part |
-
1998
- 1998-03-12 JP JP10080242A patent/JPH11262145A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5014966A (en) * | 1973-06-12 | 1975-02-17 | ||
JPS5614419Y2 (en) * | 1974-08-03 | 1981-04-04 | ||
JPS5751802Y2 (en) * | 1978-06-07 | 1982-11-11 | ||
JPS5912416Y2 (en) * | 1980-04-23 | 1984-04-14 | 東京電力株式会社 | bolt fixing device |
JPS5761177U (en) * | 1980-09-30 | 1982-04-10 | ||
JPH02138488A (en) * | 1988-11-18 | 1990-05-28 | Dainippon Toryo Co Ltd | Corrosion preventive method for bolt and nut |
JPH05187429A (en) * | 1991-07-08 | 1993-07-27 | Robert Bosch Gmbh | Manufacture of screw bonding fixing section |
JPH07301222A (en) * | 1994-05-09 | 1995-11-14 | Du Pont Kk | Rust preventative/anticorrosive structure of structure splicing part |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013021646A (en) * | 2011-07-14 | 2013-01-31 | Kddi Engineering Co Ltd | Method of inspecting steel tower for communication |
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