JPH0618444U - Veneered section sheet made of reinforced concrete and steel - Google Patents
Veneered section sheet made of reinforced concrete and steelInfo
- Publication number
- JPH0618444U JPH0618444U JP2463692U JP2463692U JPH0618444U JP H0618444 U JPH0618444 U JP H0618444U JP 2463692 U JP2463692 U JP 2463692U JP 2463692 U JP2463692 U JP 2463692U JP H0618444 U JPH0618444 U JP H0618444U
- Authority
- JP
- Japan
- Prior art keywords
- sheet pile
- reinforced concrete
- steel
- pile wall
- veneered
- 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
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Abstract
(57)【要約】 （修正有）
【目的】従来の矢板式係船岸の鋼矢板壁に代わる腐食し
なくて打ち込み易いしかも安価な矢板壁を提供する。
【構成】水中部を鉄筋コンクリート１、根入部を鋼材２
とし、これらを継ぎ合わせることによりできた矢板壁。
【効果】水中部で腐食がなく、地中部への打ち込みが容
易であり、変断面にすることにより安価となる。
(57) [Summary] (Modified) [Purpose] To provide an inexpensive and easy-to-drive sheet pile wall that does not corrode instead of the conventional steel sheet pile wall on the sheet pile berth. [Constitution] Underwater part is reinforced concrete 1, root part is steel material 2
And a sheet pile wall made by joining these. [Effect] There is no corrosion in the underwater area, it is easy to drive it into the underground area, and it becomes cheaper by changing the section.
Description
【０００１】[0001]
この考案は、矢板式係船岸に使用される矢板に関するものである。 This invention relates to a sheet pile used for a sheet pile type mooring berth.
【０００２】[0002]
従来の矢板式係船岸では、鋼矢板壁又は鉄筋コンクリート矢板壁として、鋼材 、鉄筋コンクリートがそれぞれ単体で使用されてきた。又これらの矢板壁は水中 部、根入部とも同断面であった。 On conventional sheet pile quayside, steel and reinforced concrete have been used individually as steel sheet pile walls or reinforced concrete sheet pile walls. The cross section of these sheet piles was the same in both the underwater part and the root part.
【０００３】[0003]
矢板壁として鋼材を用いた場合水中部において腐食速度が大きい。一方鉄筋コ ンクリートを用いた場合土中への打ち込みが困難である。又水中部と根入部では 必要断面が異なるので変断面とする。 When steel is used as the sheet pile wall, the corrosion rate is high in the underwater portion. On the other hand, when using a reinforced concrete, it is difficult to drive it into the soil. In addition, the required cross section is different between the underwater part and the root part, so a different cross section is used.
【０００４】[0004]
図１のように、水中部に鉄筋コンクリート、根入部に鋼材を用い、これらを継 ぎ合わせて矢板壁とする。なお鉄筋コンクリート部と鋼材部で断面を変えること が可能であり、変断面とすることができる。 As shown in Fig. 1, reinforced concrete is used in the underwater part and steel material is used in the root part, and these are spliced together to form a sheet pile wall. Note that it is possible to change the cross section between the reinforced concrete part and the steel material part, and it is possible to have a different cross section.
【０００５】[0005]
矢板式係船岸として作用するものである。 It acts as a sheet pile quay.
【０００６】[0006]
矢板式係船岸で図４のように控え工を有する通常の矢板壁として利用するもの である。 It is used as a normal sheet pile wall with piers as shown in Fig.
【０００７】[0007]
水中部は鉄筋コンクリートであり腐食しない。一方根入部は鋼材であり打ち込 みやすい。又水中部と根入部で変断面にすることにより安価にすることができる 。 The underwater part is reinforced concrete and does not corrode. On the other hand, the root part is made of steel and is easy to drive. In addition, it is possible to reduce the cost by changing the cross section between the underwater part and the root part.
【図１】 本考案の矢板壁の斜視図FIG. 1 is a perspective view of a sheet pile wall of the present invention.
【図２】 矢板壁の鉄筋コンクリート部の断面図[Figure 2] Sectional view of the reinforced concrete part of the sheet pile wall
【図３】 矢板壁の鋼材部の断面図FIG. 3 is a sectional view of a steel material portion of the sheet pile wall.
【図４】 本考案の矢板壁を利用した矢板式係船岸
の断面図FIG. 4 is a cross-sectional view of a sheet pile type mooring pier using the sheet pile wall of the present invention.
１は鉄筋コンクリート部 ２は鋼材部 ３は本考案の矢板壁 1 is a reinforced concrete part 2 is a steel part 3 is a sheet pile wall of the present invention
Claims (1)
リート、根入部に鋼材を用い、これらを継ぎ合わせた変
断面矢板。Claim: What is claimed is: 1. A sheet pile with a variable cross section in which a reinforced concrete is used in the underwater portion and a steel material is used in the root portion of the sheet pile mooring shore, and these are joined together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2463692U JPH0618444U (en) | 1992-03-04 | 1992-03-04 | Veneered section sheet made of reinforced concrete and steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2463692U JPH0618444U (en) | 1992-03-04 | 1992-03-04 | Veneered section sheet made of reinforced concrete and steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0618444U true JPH0618444U (en) | 1994-03-11 |
Family
ID=12143623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2463692U Pending JPH0618444U (en) | 1992-03-04 | 1992-03-04 | Veneered section sheet made of reinforced concrete and steel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0618444U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100967652B1 (en) * | 2009-05-29 | 2010-07-07 | 김은희 | Precast sheet pile composite and method for fabricating the same |
| KR101149160B1 (en) * | 2010-08-30 | 2012-05-25 | 현대제철 주식회사 | method for manufacturing a reinforced sheet pile |
-
1992
- 1992-03-04 JP JP2463692U patent/JPH0618444U/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100967652B1 (en) * | 2009-05-29 | 2010-07-07 | 김은희 | Precast sheet pile composite and method for fabricating the same |
| KR101149160B1 (en) * | 2010-08-30 | 2012-05-25 | 현대제철 주식회사 | method for manufacturing a reinforced sheet pile |
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