MY176962A - Straight web-type sheet pile and structure and method for reinforcing structural object by using the straight web-type sheet pile - Google Patents
Straight web-type sheet pile and structure and method for reinforcing structural object by using the straight web-type sheet pileInfo
- Publication number
- MY176962A MY176962A MYPI2016703180A MYPI2016703180A MY176962A MY 176962 A MY176962 A MY 176962A MY PI2016703180 A MYPI2016703180 A MY PI2016703180A MY PI2016703180 A MYPI2016703180 A MY PI2016703180A MY 176962 A MY176962 A MY 176962A
- Authority
- MY
- Malaysia
- Prior art keywords
- sheet pile
- type sheet
- straight web
- web
- claw
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Metal Rolling (AREA)
Abstract
In a straight web-type sheet pile (1) according to the present invention, a main-claw height g of a joint is 6.0 mm or more, a ratio f3/fl of a main-claw thickness f3 to a web-portion plate thickness fl is 0.82 or more, a ratio f2/fl of a sub-claw thickness f2 to the web-portion plate thickness fl is 1.16 or more, a ratio c/f3 of a joint opening height c to a main-claw thickness f3 is 1.25 or more, and a distance h (effective height) from a center position of a web portion (5) to an outermost edge of a sub-claw portion 3b is 40 mm or less.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2014040308A JP5871023B2 (en) | 2014-03-03 | 2014-03-03 | Linear steel sheet pile, structure reinforcing structure and method using the linear steel sheet pile |
Publications (1)
Publication Number | Publication Date |
---|---|
MY176962A true MY176962A (en) | 2020-08-28 |
Family
ID=54054929
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
MYPI2016703180A MY176962A (en) | 2014-03-03 | 2015-03-02 | Straight web-type sheet pile and structure and method for reinforcing structural object by using the straight web-type sheet pile |
Country Status (5)
Country | Link |
---|---|
JP (1) | JP5871023B2 (en) |
CN (1) | CN106062281A (en) |
MY (1) | MY176962A (en) |
SG (1) | SG11201605861VA (en) |
WO (1) | WO2015133111A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6740891B2 (en) * | 2016-12-22 | 2020-08-19 | Jfeスチール株式会社 | Hat-shaped steel sheet pile |
JP7135740B2 (en) | 2018-11-02 | 2022-09-13 | 日本製鉄株式会社 | steel sheet pile |
JP6741136B2 (en) * | 2019-10-07 | 2020-08-19 | Jfeスチール株式会社 | Manufacturing method and designing method for hat-shaped steel sheet pile |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5620227A (en) * | 1979-07-26 | 1981-02-25 | Kawasaki Steel Corp | Linear type steel sheet-pile |
JPH0396556A (en) * | 1989-09-11 | 1991-04-22 | Taisei Corp | Jointing mechanism for reinforcement |
JP3209899B2 (en) * | 1995-10-27 | 2001-09-17 | 新日本製鐵株式会社 | Reinforced concrete column base reinforcement structure and reinforcement method |
JPH11350737A (en) * | 1998-06-04 | 1999-12-21 | Kyoei Steel Ltd | Connection structure of reinforcing bar |
JP2001355231A (en) * | 2000-06-14 | 2001-12-26 | Kawasaki Steel Corp | Hot-rolled linear shape steel having excellent junction fatigue characteristic |
JP4217150B2 (en) * | 2003-12-19 | 2009-01-28 | 東日本旅客鉄道株式会社 | Bridge pier reinforcement method |
DE102004024103B3 (en) * | 2004-05-14 | 2006-01-05 | Pilepro Llc | Strand-shaped connection profile for connecting sheet piles to support elements |
JP2007297826A (en) * | 2006-04-28 | 2007-11-15 | East Japan Railway Co | Method for reinforcing bridge pier with steel plate |
SG172878A1 (en) * | 2009-01-16 | 2011-08-29 | Nippon Steel Corp | Combined steel sheet pile, earth-retaining wall formed by combined steel sheet pile, and method of selecting combined steel sheet pile |
CN102301072A (en) * | 2009-02-04 | 2011-12-28 | 新日本制铁株式会社 | Compound steel sheet pile, continuous wall utilizing compound steel sheet pile, and method of driving compound steel sheet pile |
CN104285010B (en) * | 2012-05-16 | 2016-01-20 | 杰富意钢铁株式会社 | Combined steel plate wall |
-
2014
- 2014-03-03 JP JP2014040308A patent/JP5871023B2/en active Active
-
2015
- 2015-03-02 WO PCT/JP2015/001071 patent/WO2015133111A1/en active Application Filing
- 2015-03-02 SG SG11201605861VA patent/SG11201605861VA/en unknown
- 2015-03-02 MY MYPI2016703180A patent/MY176962A/en unknown
- 2015-03-02 CN CN201580011676.3A patent/CN106062281A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
JP5871023B2 (en) | 2016-03-01 |
WO2015133111A1 (en) | 2015-09-11 |
JP2015165074A (en) | 2015-09-17 |
CN106062281A (en) | 2016-10-26 |
SG11201605861VA (en) | 2016-09-29 |
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