JPH0358413B2 - - Google Patents
Info
- Publication number
- JPH0358413B2 JPH0358413B2 JP28144484A JP28144484A JPH0358413B2 JP H0358413 B2 JPH0358413 B2 JP H0358413B2 JP 28144484 A JP28144484 A JP 28144484A JP 28144484 A JP28144484 A JP 28144484A JP H0358413 B2 JPH0358413 B2 JP H0358413B2
- Authority
- JP
- Japan
- Prior art keywords
- cover
- corrosion
- steel pipe
- female member
- male member
- 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
Links
- 238000005260 corrosion Methods 0.000 claims description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 230000007797 corrosion Effects 0.000 description 5
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000000945 filler Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920002292 Nylon 6 Polymers 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/60—Piles with protecting cases
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Description
【発明の詳細な説明】
〔発明の利用分野〕
本発明は、桟橋支柱等の既設鋼管を被覆防食す
るのに用いられる割型防食カバーの連結機構に関
する。DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to a connection mechanism for a split anti-corrosion cover used to coat and protect existing steel pipes such as pier supports.
港湾等に見られる桟橋支柱等の鋼管は、その干
満域及び飛沫域がマクロ電池の作用によつて集中
的に腐食することが知られている。この腐食を防
止するため、従来からF・R・P等の耐食性カバ
ーにて鋼管を被覆し、鋼管とカバー間にモルタル
やコンクリートの充填材を注入固化させることが
行なわれている。
It is known that steel pipes such as pier supports found in ports and harbors are subject to intensive corrosion in their tidal and splash areas due to the action of macro batteries. In order to prevent this corrosion, a conventional practice has been to cover the steel pipe with a corrosion-resistant cover such as F.R.P., and to inject and harden a filling material such as mortar or concrete between the steel pipe and the cover.
ところが既設鋼管の場合には、鋼管の上方へ既
にコンクリートが構築されているので、円筒形の
カバーを鋼管へ挿入することができない。この解
決策として、防食カバーを一対の半体に分割して
各端縁に長手方向に延びるフランジを形成し、鋼
管の外側から各カバー半体を対向させてフランジ
同士を連結する構造が多用されている。しかし、
この構造には、フランジ結合時に多数のボルト締
めを要するのみならず、カバーから突出したフラ
ンジに漂流物や波浪が作用する。 However, in the case of an existing steel pipe, concrete has already been constructed above the steel pipe, so the cylindrical cover cannot be inserted into the steel pipe. As a solution to this problem, a structure is often used in which the anti-corrosion cover is divided into a pair of halves, a flange extending in the longitudinal direction is formed on each end edge, and the flanges are connected by facing each cover half from the outside of the steel pipe. ing. but,
This structure not only requires a large number of bolts to be tightened when connecting the flanges, but also allows floating objects and waves to act on the flanges that protrude from the cover.
一方、防食カバーのフランジを排してカバー端
縁を重ね合わせる手段も試みられているが、結合
時のボルト締めが極めて難作業となつている。 On the other hand, attempts have been made to eliminate the flanges of the anti-corrosion cover and overlap the edges of the covers, but this makes tightening bolts extremely difficult during connection.
本発明はかかる事情に鑑みてなされたものであ
り、その目的は、フランジ及びボルト締めを要せ
ずに作業員が現場にて簡単にカバー端縁を連結し
得るような割型防食カバーの連結機構を提供する
ことにある。
The present invention has been made in view of the above circumstances, and its purpose is to connect split anti-corrosion covers so that a worker can easily connect the cover edges on site without the need for flanges or bolt tightening. The goal is to provide a mechanism.
上記目的を達成するため、本発明では、カバー
端縁の一方に雄形部材、他方に雌形部材を固着
し、両端縁を突き合わせるだけで弾性係合するよ
うに構成している。
In order to achieve the above object, the present invention is configured such that a male member is fixed to one end edge of the cover and a female member is fixed to the other end edge of the cover so that they are elastically engaged simply by butting both end edges together.
雄形部材および雌形部材には咬合する複数の歯
が形成されており、また各歯は両部材が抜け落ち
ない方向へ傾斜している。 A plurality of interlocking teeth are formed on the male member and the female member, and each tooth is inclined in a direction that prevents both members from falling out.
第1図には、本発明の連結機構が採用された防
食カバー10が示されている。
FIG. 1 shows an anti-corrosion cover 10 that employs the coupling mechanism of the present invention.
この防食カバー10は、F・R・P等の耐食性
材料にて形成され、第2図から判るように半円形
の一対のカバー半体10a,10bより構成され
ている。各カバー半体10a,10bの長手方向
寸法は、鋼管12の干満域及び飛沫域を充分に被
覆できるように設定する。 The anti-corrosion cover 10 is made of a corrosion-resistant material such as F.R.P, and is composed of a pair of semicircular cover halves 10a and 10b, as can be seen from FIG. The longitudinal dimension of each cover half 10a, 10b is set so that the ebb and flow area and the splash area of the steel pipe 12 can be sufficiently covered.
カバー半体10a,10bの上方内面には吊り
金具14が連結されており、各吊り金具14を鋼
管12へ溶接することによつて防食カバー10が
所定位置に支持される。図示していなが、鋼管1
2に海中部分に受台を設置して、防食カバー10
の下端を支持する構造にしてもよい。鋼管12の
上方にはコンクリート16が構築され、全体とし
て1つの桟橋を構成している。 Hanging fittings 14 are connected to the upper inner surfaces of the cover halves 10a, 10b, and by welding each hanging fitting 14 to the steel pipe 12, the anticorrosive cover 10 is supported in a predetermined position. Although not shown, steel pipe 1
2, install a pedestal in the underwater part and install the anti-corrosion cover 10.
It may be structured to support the lower end of. Concrete 16 is constructed above the steel pipe 12, forming one pier as a whole.
カバー半体10の端縁18aには、第2図及び
第4図に示すように雄形部材20が連結され、端
縁19aには雌形部材22が連結されている。雄
形部材20の基端側は二又形状でカバー端縁18
aに嵌合し、先端側には複数の歯24が形成され
ている。一方、雌形部材22は、基端側が二又形
状でカバー端縁19aに嵌合し、先端側には溝2
8(第4図)が設けられると共に溝28の出口側
に複数の内歯26が刻設されている。 As shown in FIGS. 2 and 4, a male member 20 is connected to the edge 18a of the cover half 10, and a female member 22 is connected to the edge 19a. The proximal end of the male member 20 is forked and has a cover edge 18.
a, and a plurality of teeth 24 are formed on the distal end side. On the other hand, the female member 22 has a bifurcated proximal end and fits into the cover edge 19a, and has a groove 2 on the distal end.
8 (FIG. 4) and a plurality of internal teeth 26 are carved on the exit side of the groove 28.
また、カバー半体10bの端縁18bにも全く
同様の雄形部材20,端縁19bには雌形部材2
2が固着されている。従つて、図から判るように
雄形部材20と雌形部材22は対向する形となつ
て、両者を咬合させればカバー半体10a,10
bは円筒形の防食カバーが構成される。また、こ
の構成により全く同形状のカバー半体を量産する
ことができる。 Furthermore, a similar male member 20 is also provided on the edge 18b of the cover half 10b, and a female member 20 is provided on the edge 19b.
2 is fixed. Therefore, as can be seen from the figure, the male member 20 and the female member 22 face each other, and when they are engaged, the cover halves 10a, 10
b consists of a cylindrical anti-corrosion cover. Further, with this configuration, it is possible to mass-produce cover halves having exactly the same shape.
雄形部材20の歯24と雌形部材22の内歯2
6は傾斜して設けられているから、、両歯が一旦
咬合した後は抜出すことがない。雌形部材22の
内歯26は溝28の開口側に設けてあるので、歯
24との咬合時に溝28は変形して拡張し易くな
る。 Teeth 24 of male member 20 and internal teeth 2 of female member 22
6 is provided at an angle, so once both teeth are in occlusion, there is no need to pull them out. Since the internal teeth 26 of the female member 22 are provided on the opening side of the grooves 28, the grooves 28 are easily deformed and expanded when they engage with the teeth 24.
雄形部材20及び雌形部材22は、所定の強度
及び可撓性を有する材料、例えばガラス繊維強度
ナイロン6にて制作するのが望ましい。雄形部材
20と雌形部材22の長手方向寸法は、防食カバ
ー10の上下方向寸法とほぼ等しく、また溝28
も雌形部材22の全長に亘つて形成されている。
各カバー端縁18a,19a,18b,19bと
雄形部材20及び雌形部材22との接着面はでき
るだけ広くして、各部材間の固着力を大きくする
のが望ましい。 Male member 20 and female member 22 are preferably constructed from a material having a certain strength and flexibility, such as glass fiber strength nylon 6. The longitudinal dimension of the male member 20 and the female member 22 is approximately equal to the vertical dimension of the anti-corrosion cover 10, and the groove 28
is also formed over the entire length of the female member 22.
It is desirable to make the bonding surfaces between each cover edge 18a, 19a, 18b, 19b and the male member 20 and female member 22 as wide as possible to increase the adhesion force between each member.
本実施例の防食カバー10は、次の順序で施工
される。まず、カバー半体10a,10bを対向
させた状態で鋼管12を被覆し、雄形部材20と
雌形部材22を咬合させることにより各カバー端
縁18a,19b,18b,19aを連結する。
次に、防食カバー10が鋼管12の干満域及び飛
沫域を完全に覆うように上下位置を調整してか
ら、カバーの上方の吊り金具14を鋼管12へ溶
接する。最後に、防食カバー10と鋼管12との
間にモルタル等の充填材30を注入して固化させ
る。 The anti-corrosion cover 10 of this embodiment is constructed in the following order. First, the steel pipe 12 is covered with the cover halves 10a and 10b facing each other, and the male member 20 and the female member 22 are engaged to connect the cover edges 18a, 19b, 18b, and 19a.
Next, the vertical position of the anti-corrosion cover 10 is adjusted so as to completely cover the ebb and flow area and the splash area of the steel pipe 12, and then the hanging fitting 14 above the cover is welded to the steel pipe 12. Finally, a filler 30 such as mortar is injected between the anti-corrosion cover 10 and the steel pipe 12 and solidified.
尚、図示してないが、防食カバー10の底部と
鋼管12との間には所定の環状シールが設けられ
ているから、充填材30が防食カバー10の下か
ら洩れるおそれはない。 Although not shown, since a predetermined annular seal is provided between the bottom of the anti-corrosion cover 10 and the steel pipe 12, there is no fear that the filler 30 will leak from under the anti-corrosion cover 10.
第3図には、円筒形の一箇所のみを割つた防食
カバー10に本発明の連結機構を採用した例であ
る。この場合、雄形部材20及び雌形部材22は
1個ずつで済み、その他の構成は前実施例とほぼ
同様である。また、この種の防食カバー10は、
カバー端縁18,19を一旦押し開いて鋼管12
への取付けが行なわれる。その他の施工順序も前
実地例と同様である。 FIG. 3 shows an example in which the coupling mechanism of the present invention is applied to a cylindrical anti-corrosion cover 10 that is split at only one place. In this case, only one male member 20 and one female member 22 are required, and the other configurations are substantially the same as in the previous embodiment. Moreover, this type of anti-corrosion cover 10 is
Once the cover edges 18 and 19 are pushed open, the steel pipe 12
The installation will be carried out. The rest of the construction order is the same as in the previous example.
以上説明したように本発明の連結機構によれ
ば、ボルト締め等の作業を要せずに割型防食カバ
ーを連結できると共に、防食カバーのフランジが
省略されるから、割型であつても完全な円筒形カ
バーが得られる。
As explained above, according to the connection mechanism of the present invention, it is possible to connect split type anti-corrosion covers without requiring work such as bolt tightening, and since the flange of the anti-corrosion cover is omitted, even if the cover is split type, it can be completely connected. A cylindrical cover is obtained.
第1図は本発明の連結機構が採用された割型防
食カバーの取付け状態を示す側面図、第2図は第
1図−線に沿う断面図、第3図は異なるタイ
プの防食カバーを示した第2図同様の断面図、第
4図は防食カバーの連結部を示す拡大断面図であ
る。
10……防食カバー、10a,10b……カバ
ー半体、12……鋼管、18,18a,18b,
19,19a,19b……カバー端縁、20……
雄形部材、22……雌形部材、24……歯、26
……内歯。
Fig. 1 is a side view showing the installation state of a split anti-corrosion cover that employs the coupling mechanism of the present invention, Fig. 2 is a sectional view taken along the line shown in Fig. 1, and Fig. 3 shows a different type of anti-corrosion cover. FIG. 2 is a sectional view similar to FIG. 2, and FIG. 4 is an enlarged sectional view showing a connecting portion of the anti-corrosion cover. 10... Corrosion protection cover, 10a, 10b... Cover half, 12... Steel pipe, 18, 18a, 18b,
19, 19a, 19b...Cover edge, 20...
Male member, 22...Female member, 24...Teeth, 26
...internal teeth.
Claims (1)
するのに用いられ連結用フランジを有しない割型
防食カバーの連結機構において、前記カバーの一
方の端縁に雄形部材、他方の端縁に雌形部材を固
着して、両カバー端縁を弾性係合可能にしたこと
を特徴とする割型防食カバーの連結機構。 2 前記雄形部材及び雌形部材には、カバー端縁
結合後の抜け落ちを防止する咬合歯が設けられて
いる特許請求の範囲第1項に記載の割型防食カバ
ーの連結機構。[Scope of Claims] 1. In a connection mechanism for a split type anti-corrosion cover that is used to cover the ebb and flow area and splash area of an existing steel pipe from the outside and does not have a connection flange, a male member is attached to one end edge of the cover. A connecting mechanism for a split anti-corrosion cover, characterized in that a female member is fixed to the other edge so that both cover edges can be elastically engaged. 2. The connection mechanism for a split anti-corrosion cover according to claim 1, wherein the male member and the female member are provided with interlocking teeth that prevent the cover from falling off after the end edges of the cover are joined.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28144484A JPS61158532A (en) | 1984-12-29 | 1984-12-29 | Coupling mechanism of split type corrosionproof cover |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28144484A JPS61158532A (en) | 1984-12-29 | 1984-12-29 | Coupling mechanism of split type corrosionproof cover |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61158532A JPS61158532A (en) | 1986-07-18 |
| JPH0358413B2 true JPH0358413B2 (en) | 1991-09-05 |
Family
ID=17639257
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28144484A Granted JPS61158532A (en) | 1984-12-29 | 1984-12-29 | Coupling mechanism of split type corrosionproof cover |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61158532A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0227016A (en) * | 1988-07-15 | 1990-01-29 | Fujita Corp | Corrosion preventive construction method for cast-in-place pile |
-
1984
- 1984-12-29 JP JP28144484A patent/JPS61158532A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61158532A (en) | 1986-07-18 |
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