JPH0414501Y2 - - Google Patents
Info
- Publication number
- JPH0414501Y2 JPH0414501Y2 JP14649487U JP14649487U JPH0414501Y2 JP H0414501 Y2 JPH0414501 Y2 JP H0414501Y2 JP 14649487 U JP14649487 U JP 14649487U JP 14649487 U JP14649487 U JP 14649487U JP H0414501 Y2 JPH0414501 Y2 JP H0414501Y2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- underwater
- corrosion
- resistant
- cover
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 57
- 239000010959 steel Substances 0.000 claims description 57
- 238000005260 corrosion Methods 0.000 claims description 37
- 230000007797 corrosion Effects 0.000 claims description 31
- 238000005299 abrasion Methods 0.000 claims description 26
- 239000004576 sand Substances 0.000 claims description 26
- 230000002265 prevention Effects 0.000 claims description 16
- 239000011248 coating agent Substances 0.000 claims description 7
- 239000011247 coating layer Substances 0.000 claims description 7
- 238000000576 coating method Methods 0.000 claims description 7
- 229920003002 synthetic resin Polymers 0.000 claims description 6
- 239000000057 synthetic resin Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 229920001971 elastomer Polymers 0.000 description 5
- 239000010410 layer Substances 0.000 description 4
- 239000004698 Polyethylene Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000009189 diving Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- -1 polyethylene Polymers 0.000 description 3
- 229920000573 polyethylene Polymers 0.000 description 3
- 229920002635 polyurethane Polymers 0.000 description 3
- 239000004814 polyurethane Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 229920001084 poly(chloroprene) Polymers 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003911 water pollution Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- 229920001684 low density polyethylene Polymers 0.000 description 1
- 239000004702 low-density polyethylene Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 229920005672 polyolefin resin Polymers 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000004073 vulcanization Methods 0.000 description 1
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は、底質砂の移動が著しい海洋あるい
は河川域等の水域において使用する重防食水中鋼
製打込部材に関するものである。[Detailed Description of the Invention] [Industrial Application Field] This invention relates to a heavily corrosion-resistant underwater steel driven member for use in water areas such as the ocean or river areas where the movement of bottom sand is significant.
底質砂の移動が著しい海洋あるいは河川域等の
水域における水底地盤に、鋼管杭や鋼矢板等の水
中鋼製打込部材を打設した場合、底質砂の移動す
なわち漂砂や流砂による摩耗作用により、水中鋼
製打込部材が水底地盤面の近傍で断面欠損を生
じ、構造物の安定上支障を来たすことがある。
When submersible steel driven members such as steel pipe piles and sheet piles are driven into underwater ground in water areas such as oceans or rivers where sediment movement is significant, movement of sediment, that is, abrasion caused by drifting sand and quicksand. As a result, the underwater steel driven member may suffer cross-sectional damage near the underwater ground surface, which may impede the stability of the structure.
また最近、工場において、鋼管杭や鋼矢板等の
水中鋼製打込部材の表面に予めポリエチレン、ポ
リウレタン等の合成樹脂の重防食を施したいわゆ
る重防食水中鋼製打込部材を使用することが多く
なつている。 Recently, in factories, it has become possible to use so-called heavy corrosion-resistant underwater steel driven members, which are coated with synthetic resin such as polyethylene or polyurethane on the surface of the driven members, such as steel pipe piles and sheet piles. There are more and more.
この重防食水中鋼製打込部材の場合も、合成樹
脂の重防食材料が底質砂の移動により摩耗して欠
損を生じ、防食上問題が発生する。 In the case of this heavy-duty anti-corrosion underwater steel driven member, the heavy-duty anti-corrosion material of synthetic resin is worn away by the movement of the bottom sand, resulting in damage and corrosion prevention problems.
従来、この対策として、第6図に示すように、
重防食水中鋼製打込部材3の水底地盤面近傍をコ
ンクリート7により被覆する手段が採用されてい
るが、この場合は下記の問題がある。
Conventionally, as a countermeasure for this, as shown in Figure 6,
A method has been adopted in which the vicinity of the underwater ground surface of the heavily corrosion-proof underwater steel cast member 3 is covered with concrete 7, but this case has the following problems.
(1) 重防食水中鋼製打込部材の打設後に、水中に
おいてコンクリートの打設作業を行なわねばな
らないので、煩雑な作業を必要とすると共に施
工費が高くなる。(1) After placing heavy corrosion-resistant underwater steel casting members, concrete must be placed underwater, which requires complicated work and increases construction costs.
(2) 水底地盤面の近傍において、重防食水中鋼製
打込部材を囲むコンクリート打設用型枠を設置
する必要があるので、煩雑な潜水作業を必要と
し、かつ水深が深い場合は長時間の潜水作業を
行なうことができず、さらに波浪が大きい場合
は潜水作業が困難になることがある。(2) It is necessary to install a formwork for concrete pouring to surround heavy corrosion-resistant underwater steel casting members near the underwater ground surface, which requires complicated diving work and can take a long time if the water is deep. In addition, if the waves are large, diving may become difficult.
(3) 型枠の下部を水底地盤中に配置する必要があ
る場合は、水底地盤を掘削しなければならず、
そのため煩雑な掘削作業を必要とすると共に、
掘削時に水域汚濁が発生する。(3) If it is necessary to place the lower part of the formwork in the submerged soil, the submerged soil must be excavated;
This requires complicated excavation work, and
Water pollution occurs during excavation.
この考案は前述の問題を有利に解決できる砂摩
耗防止重防食水中鋼製打込部材を提供することを
目的とするものであつて、この考案の要旨とする
ところは、水中鋼製打込部材1の表面に合成樹脂
の重防食被覆2を施して構成した重防食水中鋼製
打込部材3における水底地盤面近傍に配置される
部分の外周に、鋼製カバー4とその外面に固着さ
れた耐食耐摩耗被覆層5とからなる砂摩耗防止カ
バー6が配置され、その砂摩耗防止カバー6にお
ける鋼製カバー4の少なくとも下端部が重防食水
中鋼製打込部材3に固定されていることを特徴と
する砂摩耗防止重防食水中鋼製打込部材にある。
The purpose of this invention is to provide an underwater steel driven member that is sand abrasion resistant and heavily corrosion resistant, which can advantageously solve the above-mentioned problems. A steel cover 4 and a steel cover 4 are fixed to the outer surface of the heavy corrosion-resistant underwater steel driving member 3, which is constructed by applying a synthetic resin heavy anti-corrosion coating 2 to the outer periphery of the portion located near the underwater ground surface. A sand abrasion prevention cover 6 consisting of a corrosion resistant and abrasion resistant coating layer 5 is disposed, and at least the lower end portion of the steel cover 4 in the sand abrasion prevention cover 6 is fixed to the heavy corrosion protection underwater steel driving member 3. Features include sand abrasion prevention and heavy corrosion protection submersible steel driven parts.
次にこの考案を図示の例によつて詳細に説明す
る。
Next, this invention will be explained in detail using illustrated examples.
第1図および第2図はこの考案の第1実施例を
示すものであつて、鋼管杭からなる水中鋼製打込
部材1における水底地盤面8よりも上方に位置す
る部分および水底地盤面8よりも若干下方に位置
する部分の表面に、ポリエチレンまたはポリウレ
タン等の合成樹脂からなる厚さ1.5〜4.5mmの重防
食被覆2が固着されて、重防食水中鋼製打込部材
3が構成され、円筒状の鋼製カバー4の外周面に
クロロプレンゴム等のゴム材料からなる耐食耐摩
耗被覆層5が加熱加圧(加硫)または接着剤等に
より固着されて、砂摩耗防止カバー6が構成さ
れ、前記重防食水中鋼製打込部材3における水底
地盤面近傍に配置される部分の外周に、前記砂摩
耗防止カバー6が嵌設され、その砂摩耗防止カバ
ー6における鋼製カバー4の下端部は、前記重防
食被覆2の下端縁よりも下方において水中鋼製打
込部材1に対し溶接により固定されている。 1 and 2 show a first embodiment of this invention, and show a portion of an underwater steel driving member 1 made of a steel pipe pile located above the water bottom ground surface 8, and a portion of the water bottom ground surface 8. A heavy anti-corrosion coating 2 with a thickness of 1.5 to 4.5 mm made of a synthetic resin such as polyethylene or polyurethane is fixed to the surface of a portion located slightly below, to constitute a heavy anti-corrosion underwater steel driven member 3, A corrosion-resistant and abrasion-resistant coating layer 5 made of a rubber material such as chloroprene rubber is fixed to the outer peripheral surface of a cylindrical steel cover 4 by heating and pressurizing (vulcanization) or using an adhesive to form a sand abrasion-preventing cover 6. , the sand abrasion prevention cover 6 is fitted around the outer periphery of the portion of the heavily corrosion-proof underwater steel driven member 3 disposed near the underwater ground surface, and the lower end of the steel cover 4 in the sand abrasion prevention cover 6 is fixed to the submersible steel driven member 1 by welding below the lower edge of the heavy corrosion protection coating 2.
第3図および第4図はこの考案の第2実施例を
示すものであつて、砂摩耗防止カバー6における
鋼製カバー4の下端部に、多数の鋼製接続片9が
カバー周囲方向に間隔をおいて配置されて溶接に
より固定され、かつ各接続片9は、重防食水中鋼
製打込部材3における重防食被覆2の下端縁より
も下方において水中鋼製打込部材1に対し溶接に
より固定されているが、その他の構成は第1実施
例の場合と同様である。 3 and 4 show a second embodiment of this invention, in which a large number of steel connection pieces 9 are provided at the lower end of the steel cover 4 of the sand abrasion prevention cover 6 at intervals in the circumferential direction of the cover. The connection pieces 9 are arranged by welding at a distance below the lower edge of the heavy corrosion protection covering 2 in the heavy corrosion protection underwater steel drive member 3 by welding to the underwater steel drive member 1. However, the other configurations are the same as in the first embodiment.
第2実施例は、水中鋼製打込部材1と鋼製カバ
ー4との間の間隙が比較的大きい場合、鋼製カバ
ー4を水中鋼製打込部材1に対し容易に固定する
ことができる。 In the second embodiment, when the gap between the underwater steel driving member 1 and the steel cover 4 is relatively large, the steel cover 4 can be easily fixed to the underwater steel driving member 1. .
この考案を実施する場合、前記耐食耐摩耗被覆
層5を構成する材料としては、耐摩耗ポリウレタ
ン、ポリエチレン等のポリオレフイン系樹脂、カ
ーボンブラツクや酸化劣化防止剤を含有させた低
密度ポリエチレン等を使用してもよい。 When implementing this invention, the material constituting the corrosion-resistant and wear-resistant coating layer 5 may be a wear-resistant polyurethane, a polyolefin resin such as polyethylene, or a low-density polyethylene containing carbon black or an oxidative deterioration inhibitor. You can.
また第5図に示すように、円筒状の鋼製カバー
4の外周面に、クロロプレンゴム等のゴム層10
とそのゴム層10の外面に固着されたセラミツク
ス製タイル11とからなる耐食耐摩耗被覆層5を
固着して構成した砂摩耗防止カバー6を使用して
もよい。 Further, as shown in FIG. 5, a rubber layer 10 such as chloroprene rubber is provided on the outer peripheral surface of the cylindrical steel cover 4.
A sand abrasion prevention cover 6 may be used, which is constructed by fixing a corrosion-resistant and abrasion-resistant coating layer 5 consisting of a rubber layer 10 and a ceramic tile 11 fixed to the outer surface of the rubber layer 10.
前記砂摩耗防止カバー6の上端部を重防食水中
鋼製打込部材3に対し適当な手段により固定して
もよく、またこの考案は、鋼矢板に重防食被覆を
施して構成した重防食水中鋼製打込部材の砂摩耗
防止にも実施することができる。 The upper end of the sand abrasion prevention cover 6 may be fixed to the heavily corrosion-resistant underwater steel driving member 3 by an appropriate means. It can also be implemented to prevent sand abrasion of steel driven members.
この考案によれば、水中鋼製打込部材1の表面
に合成樹脂の重防食被覆2を施して構成した重防
食水中鋼製打込部材3における水底地盤面近傍に
配置される部分の外周に、鋼製カバー4とその外
面に固着された耐食耐摩耗被覆層5とからなる砂
摩耗防止カバー6が配置され、その砂摩耗防止カ
バー6における鋼製カバー4の少なくとも下端部
が重防食水中鋼製打込部材3に固定されているの
で、単に砂摩耗防止重防食水中鋼製打込部材を水
底地盤に打込むだけで、重防食水中鋼製打込部材
3における水底地盤面近傍に砂摩耗防止カバー6
を自動的に設置することができ、そのため水中に
おいて重防食水中鋼製打込部材砂摩耗防止用のコ
ンクリート打設作業を行なう必要がないので、施
工費を安くすると共に施工期間を短縮することが
でき、かつ潜水作業を必要としないので、水深や
波浪の影響を受けることなく施工することがで
き、しかも水底地盤を掘削する必要がないので、
水域汚濁の心配もなく、さらに前記砂摩耗防止カ
バー6によつて重防食被覆2の下部を被覆して保
護することができる等の効果が得られる。
According to this invention, the outer periphery of the portion of the heavy corrosion-resistant underwater steel driving member 3, which is constructed by applying a synthetic resin heavy anticorrosion coating 2 to the surface of the underwater steel driving member 1, is , a sand abrasion prevention cover 6 consisting of a steel cover 4 and a corrosion and abrasion resistant coating layer 5 fixed to its outer surface is disposed, and at least the lower end of the steel cover 4 in the sand abrasion prevention cover 6 is made of heavy corrosion protection underwater steel. Since it is fixed to the sand abrasion-preventing heavy-duty corrosion-resistant underwater steel driving member 3, simply driving the heavy-duty corrosion-resistant underwater steel driving member 3 into the underwater ground will prevent sand abrasion near the underwater ground surface of the heavy-duty corrosion-resistant underwater steel driving member 3. Prevention cover 6
can be installed automatically, and therefore there is no need to perform concrete pouring work to prevent sand abrasion of heavy corrosion-resistant submersible steel cast members underwater, reducing construction costs and shortening the construction period. Because it does not require diving work, it can be constructed without being affected by water depth or waves, and there is no need to excavate the underwater ground.
There is no need to worry about water pollution, and the sand abrasion prevention cover 6 can cover and protect the lower part of the heavy corrosion protection coating 2.
第1図および第2図はこの考案の第1実施例を
示すものであつて、第1図は水底地盤に打込まれ
た砂摩耗防止重防食水中鋼製打込部材の一部を示
す側面図、第2図は第1図のA−A線拡大断面図
である。第3図はこの考案の第2実施例に係る砂
摩耗防止重防食水中鋼製打込部材の一部を示す側
面図、第4図は第3図のB−B線拡大断面図、第
5図は砂摩耗防止カバーの他の例を示す縦断側面
図である。第6図は従来の重防食水中鋼製打込部
材の砂摩耗防止手段を示す一部縦断側面図であ
る。
図において、1は水中鋼製打込部材、2は重防
食被覆、3は重防食水中鋼製打込部材、4は鋼製
カバー、5は耐食耐摩耗被覆層、6は砂摩耗防止
カバー、8は水底地盤面、9は鋼製接続片、10
はゴム層、11はセラミツク製タイルである。
Figures 1 and 2 show a first embodiment of this invention, and Figure 1 is a side view showing a part of a sand-wear and heavy corrosion-proof underwater steel driven member driven into the underwater ground. FIG. 2 is an enlarged sectional view taken along the line A--A in FIG. 1. Fig. 3 is a side view showing a part of a sand abrasion-preventing heavy corrosion-proof submersible steel driven member according to the second embodiment of this invention, Fig. 4 is an enlarged sectional view taken along line B-B in Fig. 3, and Fig. 5 The figure is a longitudinal sectional side view showing another example of the sand abrasion prevention cover. FIG. 6 is a partially longitudinal side view showing a conventional means for preventing sand abrasion of a heavy corrosion-resistant submersible steel driven member. In the figure, 1 is an underwater steel driven member, 2 is a heavy anti-corrosion coating, 3 is a heavy corrosion-resistant underwater steel driven member, 4 is a steel cover, 5 is a corrosion-resistant and wear-resistant coating layer, 6 is a sand-wear prevention cover, 8 is the water bottom ground surface, 9 is the steel connection piece, 10
1 is a rubber layer, and 11 is a ceramic tile.
Claims (1)
被覆2を施して構成した重防食水中鋼製打込部材
3における水底地盤面近傍に配置される部分の外
周に、鋼製カバー4とその外面に固着された耐食
耐摩耗被覆層5とからなる砂摩耗防止カバー6が
配置され、その砂摩耗防止カバー6における鋼製
カバー4の少なくとも下端部が重防食水中鋼製打
込部材3に固定されていることを特徴とする砂摩
耗防止重防食水中鋼製打込部材。 A steel cover 4 is attached to the outer periphery of the portion of the heavily corrosion-resistant underwater steel driven member 3, which is constructed by applying a synthetic resin heavy anticorrosion coating 2 to the surface of the underwater steel driven member 1, which is located near the underwater ground surface. A sand abrasion prevention cover 6 consisting of a corrosion resistant and abrasion resistant coating layer 5 fixed to the outer surface is disposed, and at least the lower end of the steel cover 4 in the sand abrasion prevention cover 6 is attached to the heavily corrosion resistant underwater steel driven member 3. A driven member made of sand abrasion and heavy corrosion protection submersible steel, which is characterized by being fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14649487U JPH0414501Y2 (en) | 1987-09-28 | 1987-09-28 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14649487U JPH0414501Y2 (en) | 1987-09-28 | 1987-09-28 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6453229U JPS6453229U (en) | 1989-04-03 |
JPH0414501Y2 true JPH0414501Y2 (en) | 1992-03-31 |
Family
ID=31416036
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14649487U Expired JPH0414501Y2 (en) | 1987-09-28 | 1987-09-28 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0414501Y2 (en) |
-
1987
- 1987-09-28 JP JP14649487U patent/JPH0414501Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6453229U (en) | 1989-04-03 |
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