JPH0184324U - - Google Patents
Info
- Publication number
- JPH0184324U JPH0184324U JP1987178309U JP17830987U JPH0184324U JP H0184324 U JPH0184324 U JP H0184324U JP 1987178309 U JP1987178309 U JP 1987178309U JP 17830987 U JP17830987 U JP 17830987U JP H0184324 U JPH0184324 U JP H0184324U
- Authority
- JP
- Japan
- Prior art keywords
- wall
- vertical wall
- double
- vertical
- watertight
- 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
- 238000005192 partition Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 239000013535 sea water Substances 0.000 claims 1
- 238000000034 method Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Description
第１図は本考案の一実施例に係る沈埋函式堤防
の断面図、第２図は非水密壁の拡大図、第３図ａ
，ｂ，ｃは本実施例の沈埋函式堤防を用いた干潟
方法を示す説明図、第４図ａ，ｂ，ｃは従来の重
力式堤防を用いた干潟方法を示す説明図である。
図中１は沈埋函式堤防、２は連続躯体、３は非
水密壁、３ａは流水孔、４は内隔壁、５は二重壁
の間、６は排水装置、６ａは排水ポンプ、６ｂは
集水管、６ｃは排水管、７は縦壁面、８，９ａは
土砂、９は沖合い側の海底を各示す。
Figure 1 is a cross-sectional view of an immersed box embankment according to an embodiment of the present invention, Figure 2 is an enlarged view of a non-watertight wall, and Figure 3 a.
, b, and c are explanatory views showing the tidal flat method using the submerged box type embankment of this embodiment, and Fig. 4 a, b, and c are explanatory views showing the tidal flat method using the conventional gravity type embankment. In the figure, 1 is an immersed box embankment, 2 is a continuous frame, 3 is a non-watertight wall, 3a is a water hole, 4 is an internal partition, 5 is between double walls, 6 is a drainage device, 6a is a drainage pump, and 6b is 6c is a drainage pipe, 7 is a vertical wall surface, 8 and 9a are earth and sand, and 9 is the ocean floor on the offshore side.
Claims (1)
側に内隔壁を設けて二重壁構造とすると共に、こ
の二重壁の間に浸入してくる水や海水を前記縦壁
面と反対の縦壁面側に排水する排水装置を設けた
ことを特徴とする沈埋函式堤防。 One vertical wall side of the continuous frame is made into a non-watertight wall, and an inner partition wall is provided inside the wall to create a double wall structure, and the water or seawater that enters between this double wall is directed to the opposite side of the vertical wall surface. An immersed box-type embankment characterized by a drainage device installed on the vertical wall side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987178309U JPH0184324U (en) | 1987-11-25 | 1987-11-25 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987178309U JPH0184324U (en) | 1987-11-25 | 1987-11-25 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0184324U true JPH0184324U (en) | 1989-06-05 |
Family
ID=31469932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987178309U Pending JPH0184324U (en) | 1987-11-25 | 1987-11-25 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0184324U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100363891B1 (en) * | 1999-12-17 | 2002-12-11 | 원 회 양 | The upright quay constructed structure used caisson |
-
1987
- 1987-11-25 JP JP1987178309U patent/JPH0184324U/ja active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100363891B1 (en) * | 1999-12-17 | 2002-12-11 | 원 회 양 | The upright quay constructed structure used caisson |
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