JPH0254827U - - Google Patents
Info
- Publication number
- JPH0254827U JPH0254827U JP13103088U JP13103088U JPH0254827U JP H0254827 U JPH0254827 U JP H0254827U JP 13103088 U JP13103088 U JP 13103088U JP 13103088 U JP13103088 U JP 13103088U JP H0254827 U JPH0254827 U JP H0254827U
- Authority
- JP
- Japan
- Prior art keywords
- sheet pile
- pile wall
- land
- wave
- offshore
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 2
- 239000004576 sand Substances 0.000 claims 1
Description
第１図ないし第３図はこの考案の第１実施例を
示すものであつて、第１図は消波機能を有する防
波構造物の概略平面図、第２図は矢板構造物の陸
側部分を示す一部切欠平面図、第３図は矢板構造
物の沖側部分を示す平面図である。第４図ないし
第７図はこの考案の第２実施例を示すものであつ
て、第４図は消波機能を有する防波構造物の概略
平面図、第５図は矢板構造物の陸側の一側部を示
す平面図、第６図は矢板構造物の陸側の他側部を
示す平面図、第７図は矢板構造物の陸側部分を示
す平面図である。第８図はこの考案の第３実施例
に係る消波機能を有する防波構造物の概略平面図
、第９図はこの考案の第４実施例に係る消波機能
を有する防波構造物の概略平面図、第１０図は波
浪の反射状態を示す概略平面図である。
図において１は矢板壁、２および３は傾斜矢板
壁、４は中詰材料、５および６は鋼矢板、７は継
手用矢板、８は鋼製連結板、９は継手用矢板、１
０は鋼製連結板、１１は矢板構造物、１２は消波
室、１３は鋼管、１４および１５は継手金具、１
６は連結用鋼管矢板、１７は鋼管、１８および１
９は継手金具、２０は連結用鋼管矢板、２１は鋼
管杭、２２は消波ブロツクである。
Figures 1 to 3 show the first embodiment of this invention, in which Figure 1 is a schematic plan view of a wave-breaking structure with a wave-dissipating function, and Figure 2 is a land side view of the sheet pile structure. A partially cutaway plan view showing the portion, and FIG. 3 is a plan view showing the offshore side portion of the sheet pile structure. Figures 4 to 7 show a second embodiment of this invention, in which Figure 4 is a schematic plan view of a wave-breaking structure with a wave-dissipating function, and Figure 5 is a land side view of the sheet pile structure. FIG. 6 is a plan view showing the other side of the sheet pile structure on the land side, and FIG. 7 is a plan view showing the land side portion of the sheet pile structure. FIG. 8 is a schematic plan view of a wave-breaking structure having a wave-dissipating function according to the third embodiment of this invention, and FIG. 9 is a schematic plan view of a wave-breaking structure having a wave-dissipating function according to the fourth embodiment of this invention. A schematic plan view, FIG. 10 is a schematic plan view showing the state of reflection of waves. In the figure, 1 is a sheet pile wall, 2 and 3 are inclined sheet pile walls, 4 is a filling material, 5 and 6 are steel sheet piles, 7 is a sheet pile for joints, 8 is a steel connection plate, 9 is a sheet pile for joints, 1
0 is a steel connecting plate, 11 is a sheet pile structure, 12 is a wave-dissipating chamber, 13 is a steel pipe, 14 and 15 are joint fittings, 1
6 is a steel pipe sheet pile for connection, 17 is a steel pipe, 18 and 1
9 is a joint fitting, 20 is a steel pipe sheet pile for connection, 21 is a steel pipe pile, and 22 is a wave dissipating block.
Claims (1)
中において海岸に沿つて延長するように打設され
て陸側矢板壁１が構成され、多数の陸側矢板壁１
が海岸に沿つて間隔をおいて直列に並ぶように設
置され、各陸側矢板壁１の沖側において、多数の
鋼矢板が相互に噛み合わされると共に陸側矢板壁
１の両端から沖側に離反するようにしたがつて相
互に接近するように打設されて、一対の傾斜矢板
壁２，３が構成され、各傾斜矢板壁２，３の陸側
端部が前記陸側矢板壁１の端部に直接または間接
的に連結されると共に、各傾斜矢板壁２，３の沖
側端部が直接または間接的に連結され、各傾斜矢
板壁２，３および陸側矢板壁１により囲まれた空
間に砂、砂利等の中詰材料４が充填されている消
波機能を有する防波構造物。 The land-side sheet pile wall 1 is constructed by interlocking a large number of steel sheet piles and driving them in the sea so as to extend along the coast.
are installed in series at intervals along the coast, and on the offshore side of each land-side sheet pile wall 1, a large number of steel sheet piles are interlocked with each other, and from both ends of the land-side sheet pile wall 1 to the offshore side. A pair of inclined sheet pile walls 2 and 3 are constructed by driving so as to move away from each other and then approach each other, and the land side end of each inclined sheet pile wall 2 and 3 is connected to the land side sheet pile wall 1. Directly or indirectly connected to the end, the offshore end of each inclined sheet pile wall 2, 3 is directly or indirectly connected, and surrounded by each inclined sheet pile wall 2, 3 and land side sheet pile wall 1. A wave-breaking structure having a wave-dissipating function, in which the space is filled with a filling material 4 such as sand or gravel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13103088U JPH0538113Y2 (en) | 1988-10-07 | 1988-10-07 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13103088U JPH0538113Y2 (en) | 1988-10-07 | 1988-10-07 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0254827U true JPH0254827U (en) | 1990-04-20 |
| JPH0538113Y2 JPH0538113Y2 (en) | 1993-09-27 |
Family
ID=31386725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13103088U Expired - Lifetime JPH0538113Y2 (en) | 1988-10-07 | 1988-10-07 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0538113Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003096742A (en) * | 2001-09-20 | 2003-04-03 | Ishikawajima Harima Heavy Ind Co Ltd | Seawater exchange breakwater caisson |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013159952A (en) * | 2012-02-03 | 2013-08-19 | Ralloc Co Ltd | Breakwater |
-
1988
- 1988-10-07 JP JP13103088U patent/JPH0538113Y2/ja not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003096742A (en) * | 2001-09-20 | 2003-04-03 | Ishikawajima Harima Heavy Ind Co Ltd | Seawater exchange breakwater caisson |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0538113Y2 (en) | 1993-09-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108330952A (en) | The manufacturing method of steel wall | |
| JPH0254827U (en) | ||
| JPH0237928U (en) | ||
| JP2649686B2 (en) | Honeycomb steel arrow wall | |
| JP2548634B2 (en) | Underwater structure using underwater ground driving member | |
| JP2001003331A (en) | breakwater | |
| JPH0233825U (en) | ||
| JPS6131245B2 (en) | ||
| JPS6343275Y2 (en) | ||
| JPH0326245B2 (en) | ||
| JPH0415782Y2 (en) | ||
| JP2000144718A (en) | Concrete composite sheet pile | |
| JP2524508Y2 (en) | Joint of steel unit for underground wall | |
| JPH04134533U (en) | Wave control structure using columnar members | |
| JP2002004239A (en) | Pier type berthing facilities using steel pipe pile | |
| JPS5989120U (en) | Seawall made of steel pipes and arcuate steel plates | |
| JPH0426499Y2 (en) | ||
| JPH04221113A (en) | Construction method of wave dissipation bank | |
| JP3017774U (en) | Tsurudome | |
| JP2544155Y2 (en) | Structure for preventing liquefaction of foundation ground | |
| JPS605088Y2 (en) | Underground continuous wall joints | |
| JPH0626590Y2 (en) | Adjustment mechanism of anticorrosion cover | |
| JPS5941220Y2 (en) | buried drain pipe | |
| JP2518159Y2 (en) | Jacket revetment | |
| JPS6062355A (en) | Combined constructional concrete block |