JPH0412119Y2 - - Google Patents
Info
- Publication number
- JPH0412119Y2 JPH0412119Y2 JP18564286U JP18564286U JPH0412119Y2 JP H0412119 Y2 JPH0412119 Y2 JP H0412119Y2 JP 18564286 U JP18564286 U JP 18564286U JP 18564286 U JP18564286 U JP 18564286U JP H0412119 Y2 JPH0412119 Y2 JP H0412119Y2
- Authority
- JP
- Japan
- Prior art keywords
- cover
- corrosion
- mortar
- hose
- flexible hose
- 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 25
- 238000002347 injection Methods 0.000 claims description 23
- 239000007924 injection Substances 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 230000007797 corrosion Effects 0.000 claims description 8
- 239000004744 fabric Substances 0.000 claims description 6
- 239000000945 filler Substances 0.000 claims description 5
- 239000011347 resin Substances 0.000 claims description 2
- 229920005989 resin Polymers 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 description 27
- 239000000463 material Substances 0.000 description 6
- 239000013535 sea water Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【考案の詳細な説明】
[考案の利用分野]
本考案は、鋼管支柱等の港湾構造物を被覆防食
するのに用いられる防食カバー、特に充填材の注
入口部分が改良された防食カバーに関する。[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to an anti-corrosion cover used for coating and preventing corrosion of port structures such as steel pipe supports, and particularly to an anti-corrosion cover with an improved filler injection port.
[従来技術]
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FRP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
ンクリートを充填して固化させる手段が採用され
ている。[Prior Art] 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, conventional methods have been used to cover steel pipes with a corrosion-resistant cover such as FRP, and to fill and solidify mortar or concrete between the steel pipe and the cover.
また、既設鋼管の場合には、鋼管の上方に桟橋
や水上施設が構築されているので、半円筒形のカ
バーにて鋼管を両側から被覆し、カバー底部をシ
ールにより密封した後、カバーの上方から充填材
を注入している。 In addition, in the case of existing steel pipes, since piers and floating facilities are constructed above the steel pipes, the steel pipes are covered from both sides with a semi-cylindrical cover, the bottom of the cover is sealed with a seal, and then the top of the cover is Filling material is injected from.
ところが、最近では、カバーの上端をコンクリ
ート施設の下面に密着させて防食工事を行なう場
合が多くなり、カバーの吊り金具の取り付けや充
填材の注入がカバーの上方から行なえなくなつて
いる。 However, recently, corrosion prevention work has often been carried out by bringing the upper end of the cover into close contact with the lower surface of the concrete facility, making it no longer possible to attach the cover's hanging fittings or inject filler from above the cover.
このため、従来では、カバーの上端に切欠きを
形成してここから吊り金具を鋼管に溶接する一
方、カバーの下方に充填材の注入パイプを取り付
け、このパイプにモルタル注入用のホースを接続
している。また、注入パイプの出口には、モルタ
ルの注入圧で開く板材を取り付け、注入後はこの
板材が逆止弁の作用でモルタルが逆流しないよう
になつている。 For this reason, in the past, a notch was formed at the upper end of the cover and the hanging fittings were welded to the steel pipe from there, while a filler injection pipe was attached below the cover, and a mortar injection hose was connected to this pipe. ing. Furthermore, a plate material that opens at the injection pressure of the mortar is attached to the outlet of the injection pipe, and after injection, this plate material acts as a check valve to prevent the mortar from flowing back.
しかし、この板材は、上端を支軸に取り付けて
回転可能にすると共に埋め殺しにされるので、手
間がかかつてコスト高となる難点がある。 However, this plate material has the disadvantage that the upper end is attached to a support shaft to make it rotatable and also it is buried, which is time consuming and costly.
[考案の目的]
本考案は、かかる事情に鑑みてなされたもので
あり、その目的は、注入パイプ部分に簡単な改良
を加えるだけでモルタルの注入と逆流防止が行な
える港湾構造物の防食カバーを提供することにあ
る。[Purpose of the invention] The present invention was made in view of the above circumstances, and its purpose is to provide a corrosion-proof cover for port structures that can inject mortar and prevent backflow by simply making improvements to the injection pipe. Our goal is to provide the following.
[考案の概要]
上記目的を達成するため、本考案は、鋼管支柱
等の被防食域を被覆する耐食性のカバー本体と、
カバー本体の底部と構造物との間を密封するシー
ルと、カバー本体の下方に取り付けられた充填材
の注入パイプと、カバー本体の上方に設けられた
排水口とを有する港湾構造物の防食カバーにおい
て、前記注入パイプの出口に柔軟性のホースを接
続した点に特徴がある。[Summary of the invention] In order to achieve the above object, the present invention includes a corrosion-resistant cover body that covers corrosion-protected areas such as steel pipe struts,
A corrosion protection cover for a port structure having a seal for sealing between the bottom of the cover body and the structure, a filler injection pipe attached below the cover body, and a drainage port provided above the cover body. The invention is characterized in that a flexible hose is connected to the outlet of the injection pipe.
この構成により、注入パイプの入口に充填材挿
入用のホースを接続してモルタル等を圧入する
と、柔軟性のホースがモルタル圧で拡張してカバ
ー内にモルタルが充填され、カバー内の海水は押
し上げられて排水口から排出される。また、モル
タルの充填後は、注入圧がなくなると共に充填さ
れたカバー内のモルタル圧でホースが潰れ、自動
的にモルタルの逆流が防止される。 With this configuration, when the hose for inserting the filling material is connected to the inlet of the injection pipe and mortar etc. is press-fitted, the flexible hose expands with the mortar pressure, filling the cover with mortar, and the seawater inside the cover is pushed up. and is discharged from the drain. Furthermore, after filling with mortar, the injection pressure disappears and the hose collapses due to the mortar pressure inside the filled cover, automatically preventing backflow of mortar.
[考案の実施例]
第1図は、本考案の防食カバー2が実際に鋼管
1に取り付けられた縦断面図である。[Embodiment of the invention] FIG. 1 is a longitudinal cross-sectional view of the anti-corrosion cover 2 of the invention actually attached to a steel pipe 1.
この防食カバー2はFRP製で、第3図に示す
ように半円形状のカバー本体2A,2Bから構成
されている。各カバー本体2A,2Bは、両側縁
に連結用のフランジ3が形成され、上端には切欠
き窓4が対向して設けられている。切欠き窓4の
内面両側には、アングル形状の吊り金具5がそれ
ぞれ固着され、作業員がこの切欠き窓4を通じて
吊り金具5を鋼管1の外面に溶接できるようにな
つている。6は、最終的に切欠き窓4を閉塞する
FRP製のキヤツプである。 This anti-corrosion cover 2 is made of FRP, and is comprised of semicircular cover bodies 2A and 2B as shown in FIG. Each cover main body 2A, 2B has a connecting flange 3 formed on both side edges, and a cutout window 4 provided at the upper end thereof facing each other. Angle-shaped hanging fittings 5 are fixed to both sides of the inner surface of the notched window 4, so that an operator can weld the hanging fittings 5 to the outer surface of the steel pipe 1 through the notched window 4. 6 finally closes the cutout window 4
The cap is made of FRP.
一方、カバー本体2A,2Bの下方は、第1図
及び第2図から分かるように内側へ屈曲または湾
曲しており、その先端にシール7が取り付けられ
ている。このシール7は、カバー本体2A,2B
が鋼管1に取り付けられた際に鋼管1の外面に圧
接してカバー底部を密封する。 On the other hand, the lower part of the cover bodies 2A, 2B is bent or curved inward, as seen in FIGS. 1 and 2, and a seal 7 is attached to the tip thereof. This seal 7 is the cover main body 2A, 2B
When attached to the steel pipe 1, it is pressed against the outer surface of the steel pipe 1 and seals the bottom of the cover.
更に、一方のカバー本体2Aの下方には、注入
パイプ8が内部に貫通して取り付けられ、注入パ
イプ8の入口には、第3図に示すようにモルタル
注入用のホース9が接続できるようになつてい
る。また、注入パイプ8の出口、即ちカバー内部
側には、布製の短かいホース10が連結されてい
る。カバー本体2Aの上端には排水口11が設け
られ、カバー本体2A,2B内の海水が排出でき
るようになつている。 Furthermore, an injection pipe 8 is attached to the lower part of one cover main body 2A so as to pass through the inside, and a mortar injection hose 9 can be connected to the inlet of the injection pipe 8 as shown in FIG. It's summery. Further, a short cloth hose 10 is connected to the outlet of the injection pipe 8, that is, to the inside of the cover. A drain port 11 is provided at the upper end of the cover body 2A, so that seawater in the cover bodies 2A and 2B can be drained.
以上のように構成された本実施例の防食カバー
2は、次の順序で鋼管1に取り付けられ。 The anti-corrosion cover 2 of this embodiment configured as described above is attached to the steel pipe 1 in the following order.
まず、一対のカバー本体2A,2Bにて鋼管1
を被覆し、その上端をコンクリート12の下面に
当接させる。次いで、各吊り金具5(第3図)を
鋼管1に溶接で固着し、溶接作業を終えたら切欠
き窓4をキヤツプ6で閉鎖する。続いて、各カバ
ー本体2A,2Bのフランジ3を正確に重ね合わ
せ、ボルト等の手段で結合する。これで防食カバ
ー2が鋼管1に固定され、第1図から分かるよう
にカバー内には海水13が入つている。 First, a steel pipe 1 is attached to a pair of cover bodies 2A and 2B.
is covered, and its upper end is brought into contact with the lower surface of the concrete 12. Next, each hanging fitting 5 (FIG. 3) is fixed to the steel pipe 1 by welding, and after the welding work is completed, the cutout window 4 is closed with a cap 6. Subsequently, the flanges 3 of each cover body 2A, 2B are accurately overlapped and connected by means such as bolts. The anti-corrosion cover 2 is now fixed to the steel pipe 1, and as can be seen from FIG. 1, seawater 13 is contained within the cover.
次に、海中の注入パイプ8にモルタル挿入用の
ホース9を接続し(第2図)、ポンプ等の手段
(図示せず)でモルタル14を防食カバー2内に
圧入する。このとき、注入パイプ先端の布製ホー
ス10は、モルタル14の挿入圧で膨らみ、モル
タル14はカバー底部から上方へと充填されて行
く。また、カバー内の海水は、モルタル14によ
つて上方へと押し上げられ、カバー上端の排水口
11を通じて外部へ排出される。 Next, a mortar insertion hose 9 is connected to the underwater injection pipe 8 (FIG. 2), and the mortar 14 is press-fitted into the anti-corrosion cover 2 by means such as a pump (not shown). At this time, the cloth hose 10 at the tip of the injection pipe swells due to the insertion pressure of the mortar 14, and the mortar 14 is filled upward from the bottom of the cover. Moreover, the seawater inside the cover is pushed upward by the mortar 14 and is discharged to the outside through the drain port 11 at the upper end of the cover.
防食カバー2内がモルタル14で充満したら、
モルタル14の挿入を停止してホース9を注入パ
イプ8から外す。このとき、布製ホース10は、
内圧がなくなると共にカバー内のモルタル圧で押
し潰されるから、モルタル14が注入パイプ8か
ら漏れることはない。カバー上方の排水口11
は、キヤツプ等で閉塞する。 Once the inside of the anti-corrosion cover 2 is filled with mortar 14,
The insertion of the mortar 14 is stopped and the hose 9 is removed from the injection pipe 8. At this time, the cloth hose 10 is
Since the internal pressure disappears and the mortar 14 is crushed by the mortar pressure within the cover, the mortar 14 will not leak from the injection pipe 8. Drain port 11 above the cover
is blocked by a cap, etc.
尚、上記実施例では、布製ホース10を注入パ
イプ8に連結してあるが、ゴムや軟質樹脂等、柔
軟な材質であれば他のものを用いてもよい。ま
た、第2図に想像線で示すようにホース10の上
面に若干湾曲したFRP板15を貼り付けると、
ホース10の閉塞がより確実に行なわれる。更
に、吊り金具5を排して鋼管1の海中部分に受け
台を取り付け、これで防食カバー2を支持しても
よい。 In the above embodiment, the cloth hose 10 is connected to the injection pipe 8, but other flexible materials such as rubber or soft resin may be used. In addition, if a slightly curved FRP board 15 is attached to the top surface of the hose 10 as shown by the imaginary line in FIG.
The hose 10 is more reliably closed. Furthermore, the hanging fitting 5 may be removed and a cradle may be attached to the underwater portion of the steel pipe 1 to support the anti-corrosion cover 2.
[考案の効果]
以上説明したように、本考案の防食カバーで
は、カバー本体下方のモルタル注入パイプの出口
に柔軟性のホースを接続したから、カバー内にモ
ルタルを充填した後はこのホースがモルタル圧で
潰れることになり、新たに逆止弁を設けることな
くモルタルの逆流や漏れを防止できる効果があ
る。[Effects of the invention] As explained above, in the anti-corrosion cover of the invention, a flexible hose is connected to the outlet of the mortar injection pipe below the cover body, so after filling the cover with mortar, this hose It collapses under pressure, and has the effect of preventing backflow and leakage of mortar without the need to install a new check valve.
第1図は、本考案に係る防食カバーの取り付け
状態を示す縦断面図、第2図はカバー底部の拡大
断面図、第3図は防食カバーの上方斜視図であ
る。
1……鋼管、2……防食カバー、2A,2B…
…カバー本体、5……吊り金具、7……シール、
8……モルタル注入パイプ、10……布製ホー
ス、11……排水口、14……モルタル。
FIG. 1 is a longitudinal cross-sectional view showing the installed state of the anti-corrosion cover according to the present invention, FIG. 2 is an enlarged cross-sectional view of the bottom of the cover, and FIG. 3 is a top perspective view of the anti-corrosion cover. 1... Steel pipe, 2... Anti-corrosion cover, 2A, 2B...
...Cover body, 5...Hanging metal fittings, 7...Seal,
8... Mortar injection pipe, 10... Fabric hose, 11... Drain port, 14... Mortar.
Claims (1)
バー本体と、カバー本体の底部と構造物との間
を密封するシールと、カバー本体の下方に取り
付けられた充填材の注入パルプと、カバー本体
の上方に設けられた排水口とを有する港湾構造
物の防食カバーにおいて、前記注入パイプの出
口に柔軟性のホースを接続したことを特徴とす
る港湾構造物の防食カバー。 (2) 前記柔軟性ホースが布製である実用新案登録
請求の範囲第1項に記載の港湾構造物の防食カ
バー。 (3) 前記柔軟性ホースがゴム製である実用新案登
録請求の範囲第1項に記載の港湾構造物の防食
カバー。 (4) 前記柔軟性ホースが軟質の樹脂製である実用
新案登録請求の範囲第1項に記載の港湾構造物
の防食カバー。[Scope of claim for utility model registration] (1) A corrosion-resistant cover body that covers areas to be protected from corrosion such as steel pipe supports, a seal that seals between the bottom of the cover body and the structure, and a seal that is attached to the bottom of the cover body. A corrosion-proofing cover for a port structure having an injected pulp filler and a drainage port provided above the cover main body, characterized in that a flexible hose is connected to the outlet of the injection pipe. anti-corrosion cover. (2) The anti-corrosion cover for a port structure according to claim 1, wherein the flexible hose is made of cloth. (3) The anti-corrosion cover for a port structure according to claim 1, wherein the flexible hose is made of rubber. (4) The anti-corrosion cover for a port structure according to claim 1, wherein the flexible hose is made of soft resin.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18564286U JPH0412119Y2 (en) | 1986-12-02 | 1986-12-02 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18564286U JPH0412119Y2 (en) | 1986-12-02 | 1986-12-02 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6391543U JPS6391543U (en) | 1988-06-14 |
JPH0412119Y2 true JPH0412119Y2 (en) | 1992-03-25 |
Family
ID=31134462
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18564286U Expired JPH0412119Y2 (en) | 1986-12-02 | 1986-12-02 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0412119Y2 (en) |
-
1986
- 1986-12-02 JP JP18564286U patent/JPH0412119Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6391543U (en) | 1988-06-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH07503506A (en) | Methods and apparatus for treating, repairing and encapsulating immersion panels | |
JP3663574B2 (en) | Underwater construction method for pier seismic reinforcement | |
JPH0412119Y2 (en) | ||
CN210461971U (en) | Waterproof sealing processing structure of wall pipe fitting | |
CN210439474U (en) | Waterproof chassis concatenation structure of assembled bathroom | |
JPH0417637Y2 (en) | ||
JP3330018B2 (en) | Dry work method and work box used for it | |
CN213271398U (en) | Waterproof treatment structure for wall-penetrating pipeline | |
CN209308053U (en) | A kind of leak stopping system of composite paster slip casting | |
JPH0412120Y2 (en) | ||
JP3664166B2 (en) | Steel wall manufacturing method | |
CN220623229U (en) | Drainage pipeline for deep foundation pit | |
CN218543445U (en) | Reinforcing and leakage-proof structure for pool construction | |
JPH0412121Y2 (en) | ||
CN218094916U (en) | Flange plugging device | |
JPS6318615Y2 (en) | ||
JP3902828B2 (en) | Connection method between underwater structure and shield tunnel | |
CN220813928U (en) | Combined underwater pipeline connecting vertical shaft | |
CN211573544U (en) | Slip casting mending-leakage device | |
CN213476956U (en) | Valve well for river channel construction | |
RU145270U1 (en) | LIQUID PROTECTIVE SHAFT | |
CN216713122U (en) | Leakage-stopping, seepage-proofing and waterproof structure of near-water building | |
JPH0223633Y2 (en) | ||
JPH0555660B2 (en) | ||
JPH0340920Y2 (en) |