WO1997013039A1 - Palplanche metallique asymetrique, et son procede de fabrication - Google Patents
Palplanche metallique asymetrique, et son procede de fabrication Download PDFInfo
- Publication number
- WO1997013039A1 WO1997013039A1 PCT/JP1996/002775 JP9602775W WO9713039A1 WO 1997013039 A1 WO1997013039 A1 WO 1997013039A1 JP 9602775 W JP9602775 W JP 9602775W WO 9713039 A1 WO9713039 A1 WO 9713039A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- steel sheet
- sheet pile
- joint
- asymmetric
- inward
- Prior art date
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21B—ROLLING OF METAL
- B21B1/00—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
- B21B1/08—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling structural sections, i.e. work of special cross-section, e.g. angle steel
- B21B1/082—Piling sections having lateral edges specially adapted for interlocking with each other in order to build a wall
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21B—ROLLING OF METAL
- B21B1/00—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations
- B21B1/08—Metal-rolling methods or mills for making semi-finished products of solid or profiled cross-section; Sequence of operations in milling trains; Layout of rolling-mill plant, e.g. grouping of stands; Succession of passes or of sectional pass alternations for rolling structural sections, i.e. work of special cross-section, e.g. angle steel
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Definitions
- the present invention relates to a steel sheet pile used, for example, for civil engineering and construction, and a method of manufacturing the same, and more particularly to a steel sheet pile having an asymmetrical joint shape (hereinafter, referred to as an asymmetric steel sheet pile) and a method of manufacturing the sheet pile by hot rolling.
- asymmetric steel sheet pile used, for example, for civil engineering and construction
- a method of manufacturing the same and more particularly to a steel sheet pile having an asymmetrical joint shape (hereinafter, referred to as an asymmetric steel sheet pile) and a method of manufacturing the sheet pile by hot rolling.
- the present invention further relates to a corner steel sheet pile used for a corner portion of a steel sheet pile wall and a method of manufacturing the same.
- FIG. 1 is a schematic cross-sectional view of a steel sheet pile 1 having a left-right asymmetric joint shape disclosed in the above-mentioned publication.
- the steel sheet pile 1 has a flange portion 2, a web portion 3, and a It consists of joints 4 and 5 that are asymmetrically installed on both sides. —
- FIG. 2a is an explanatory view schematically showing an example of a combination in which the above-described asymmetric steel sheet pile 1 is actually used near an adjacent land (AL) for soil retaining, etc.
- Fig. 2b showing the case of using sheet pile 6, it can be seen that the space can be effectively used.
- WA machine occupied area
- the thickness of the arrows board wall (D ,, D 2) it can be seen that if the FIGS. 2 (a) and summer much narrower.
- asymmetric U-shaped steel sheet pile it is possible to drive steel sheet piles continuously in the same direction when forming a sheet pile wall as shown in Fig. 2 (a).
- the wall formed in this manner has a cross-sectional rigidity equal to or higher than that of the case using the conventional symmetric U-shaped sheet pile.
- the wall surface is formed by continuous casting as shown in the figure, the formation of the convex portion 5a in the joint portion is inevitable.
- U-shaped steel sheet piles are put into the ground by alternately joining hands at both ends, and continuous earth retaining is performed.
- a steel sheet pile for a corner having a cross section different from the other portions at the corners is used. This is called corner steel sheet pile.
- FIGS. 3 (a) and 4 (a) show conventional corner steel arrows. That is, as shown in Fig. 3 (a), the same U-shaped sheet pile was cut on the back surface 8 of the U-section steel sheet pile at the web section, and half of it was fixed by welding (hereinafter referred to as T-type). 4 (a), or as shown in Fig. 4 (a), a type in which the center of the web 9 of the U-shaped steel sheet pile 7 is bent and the inner corners thereof are appropriately welded (hereinafter referred to as W-shaped). .
- FIGS. 3 (b) and 4 (b) are schematic explanatory views schematically showing the form of driving of the corner steel sheet pile at the corner portion.
- the T-type increases its weight almost 1.5 times and is difficult to grip by the pile-open pile driving machine usually used for driving this kind of steel sheet pile, and furthermore, the stack is piled up. It is inconvenient for storage and transportation because it is not possible.
- the section modulus is still very small, so it is difficult to ensure the safety of earth retaining at the corners, and pile driving like the T shape
- the above-mentioned method of manufacturing an asymmetric u-shaped steel sheet pile is generally performed by welding.For example, in the case of hot rolling, each joint portion is gradually passed through a plurality of passes using a plurality of grooved rolls.
- Figures 5 (a) and (b) show the bending of the upper roll (UR) and the lower roll (LR), respectively, of the roll holes for hot rolling of general U-shaped sheet piles with symmetrical shapes.
- the rolled material 11 which is a U-shaped steel sheet pile consisting of both flange portions 10, ridge portions 12, and joint portions 14 at both ends is formed by a hole type (K-2) at the stage of FIG. 5 (a).
- Fig. 6 shows the joint bending process in a hollow mold (K-1) in more detail.
- the process can be roughly divided into the following four stages.
- the width reduction and manual bending are started by the contact of the collar portion 20 of the upper roll 18 with the outer surface of the joint.
- the bending process described above is also symmetrical, so that there is no difference between the left and right postures of the rolled material before and after the roll engagement.
- the rolled material and product form are asymmetrical, particularly when the hand portion is provided asymmetrically, bending deformation of the rolled material in a cross section perpendicular to the rolling direction is not symmetrical. Therefore, there is a difference between the left and right postures of the rolled material before and after the roll engagement, which causes unstable rolling postures or incomplete joint bending.
- an object of the present invention is to provide a steel sheet pile having a joint shape having a laterally asymmetrical cross-sectional shape, wherein the steel sheet pile has an asymmetrical cross-sectional shape such that a convex portion is not formed at the joint portion of the sheet pile wall when continuously driven. It is to provide a steel sheet pile.
- Another object of the present invention is to provide a hot rolling method for a steel sheet pile having an asymmetrical cross section without causing unstable rolling posture and incomplete joint forming when performing joint bending. To provide.
- Still another object of the present invention is to provide a U-shaped sheet pile having an asymmetric joint, which enables stacking during holding and storage of a pile driven by chucks of a pile driver and storage.
- An object of the present invention is to provide a steel sheet pile and a manufacturing method thereof.
- the present inventors have made the left and right asymmetrical joint profile downward on one side and upward on the other side, so that the left and right hands can be connected on the extension of the flat part, and the It has been found that no convex portion is formed.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Composite Materials (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Metal Rolling (AREA)
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU70953/96A AU695771B2 (en) | 1995-09-29 | 1996-09-26 | Asymmetrical steel sheet pile and method for manufacturing the same |
KR1019970703571A KR100322317B1 (ko) | 1995-09-29 | 1996-09-26 | 비대칭강파일판과그의제조방법 |
DE69631950T DE69631950T2 (de) | 1995-09-29 | 1996-09-26 | Assymetrische stahlbohle und verfahren zu deren herstellung |
EP96931991A EP0795649B1 (en) | 1995-09-29 | 1996-09-26 | Unsymmetrical steel sheet pile and method for manufacturing the same |
Applications Claiming Priority (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7/253275 | 1995-09-29 | ||
JP25327595 | 1995-09-29 | ||
JP7286198A JP2964933B2 (ja) | 1995-07-31 | 1995-11-02 | 地下構造体、非対称u型鋼矢板および非対称u型鋼矢板の打設方法 |
JP7/286198 | 1995-11-02 | ||
JP16476196 | 1996-06-25 | ||
JP8/164761 | 1996-06-25 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1997013039A1 true WO1997013039A1 (fr) | 1997-04-10 |
Family
ID=27322382
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP1996/002775 WO1997013039A1 (fr) | 1995-09-29 | 1996-09-26 | Palplanche metallique asymetrique, et son procede de fabrication |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP0795649B1 (ja) |
KR (1) | KR100322317B1 (ja) |
CN (1) | CN1088486C (ja) |
AU (1) | AU695771B2 (ja) |
DE (1) | DE69631950T2 (ja) |
MY (1) | MY120907A (ja) |
TW (1) | TW320573B (ja) |
WO (1) | WO1997013039A1 (ja) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19725143A1 (de) * | 1997-06-13 | 1999-01-07 | Georg Wall | Verbindungselement für Spundbohlen |
CN111021336A (zh) * | 2019-12-31 | 2020-04-17 | 南京图信新材料科技有限公司 | 一种垂直焊接桩及其制造方法 |
Families Citing this family (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2012202472B2 (en) * | 1999-12-21 | 2012-09-27 | Tristanagh Pty Ltd | Earth Retention and Piling Systems |
EP1474631A4 (en) * | 2002-02-14 | 2006-07-19 | Chin Chai Ong | INTERCONNECTS |
CN100537904C (zh) * | 2002-10-31 | 2009-09-09 | 住友金属工业株式会社 | 钢板墙及其制造方法 |
DE102004024103B3 (de) * | 2004-05-14 | 2006-01-05 | Pilepro Llc | Strangförmiges Verbindungsprofil zum Anschließen von Spundbohlen an Trägerelemente |
EP1698733B1 (de) * | 2005-02-02 | 2010-09-01 | Contexo AG | Kombi-Spundwand |
DE202006021127U1 (de) * | 2005-08-09 | 2012-11-23 | Pilepro Llc | Anordnung aus Spundwandabschnitten |
DE202006020607U1 (de) * | 2006-01-17 | 2009-03-19 | Arcelormittal Commercial Rps S.A.R.L. | Spundbohle in Doppel-T-Form |
DE102007015455C5 (de) | 2007-03-30 | 2017-08-10 | Contexo Ag | Verfahren zur Herstellung von Spundwandkomponenten sowie Spundwandkomponente |
JP2011084938A (ja) * | 2009-10-15 | 2011-04-28 | Nippon Kankyo Seizo Kk | 山留め壁及びその施工方法 |
CN101954397B (zh) * | 2010-05-31 | 2011-06-29 | 南京万汇新材料科技有限公司 | Z型钢板桩的辊式连续冷弯成型制造方法 |
JP5764909B2 (ja) * | 2010-10-28 | 2015-08-19 | Jfeスチール株式会社 | 鋼矢板及び該鋼矢板によって形成された鋼矢板壁 |
KR20140139050A (ko) * | 2012-05-16 | 2014-12-04 | 제이에프이 스틸 가부시키가이샤 | Z형강 시트 파일, 당해 z형강 시트 파일로 형성된 강 시트 파일벽 |
WO2015159434A1 (ja) * | 2014-04-18 | 2015-10-22 | 新日鐵住金株式会社 | 鋼矢板 |
MX2014012034A (es) * | 2014-10-06 | 2016-04-06 | Armando Javier Ramírez Rascón | Tablestaca permeable y pantalla para drenaje del agua subterranea y para la captacion y la conduccion de agua superficial y subterranea. |
JP6493636B2 (ja) * | 2017-04-03 | 2019-04-03 | 新日鐵住金株式会社 | フランジを有する鋼矢板の製造方法及び製造設備 |
CN106981350B (zh) * | 2017-05-11 | 2019-06-21 | 江苏瑞恩电气股份有限公司 | 一种变压器 |
CN109183779A (zh) * | 2018-11-08 | 2019-01-11 | 大连大学 | 一种钢管钢板组合桩围护结构 |
CN109530431A (zh) * | 2018-11-27 | 2019-03-29 | 武汉钢铁有限公司 | 钢板桩稳定成型的过渡轧制方法 |
JP6791466B1 (ja) * | 2019-05-30 | 2020-11-25 | Jfeスチール株式会社 | 鋼矢板の圧延機のガイド及び鋼矢板の製造方法 |
CN114929405A (zh) * | 2020-01-10 | 2022-08-19 | 杰富意钢铁株式会社 | 钢板桩的制造方法及钢板桩制造用的轧制设备组 |
KR102253815B1 (ko) * | 2020-12-02 | 2021-05-20 | 건창산업(주) | 3방향 엄지말뚝 보강형 자립식 흙막이 |
KR102261191B1 (ko) * | 2020-12-03 | 2021-06-03 | 김규학 | 가설 흙막이 구조체 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH069682B2 (ja) * | 1987-11-19 | 1994-02-09 | 住友金属工業株式会社 | コーナ鋼矢板とその製造方法 |
JPH0675726B2 (ja) * | 1988-07-25 | 1994-09-28 | 新日本製鐵株式会社 | 非対称異形ボックス孔型による形鋼の圧延方法 |
JPH06280251A (ja) * | 1993-03-29 | 1994-10-04 | Sumitomo Metal Ind Ltd | 地中連続壁用鋼製部材 |
JPH07197448A (ja) * | 1993-12-30 | 1995-08-01 | Shinko Kigyo Kk | 構築用矢板 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR664775A (fr) * | 1927-12-02 | 1929-09-07 | Dispositif de liaison pour palplanches en fer | |
FR1461552A (fr) * | 1965-10-25 | 1966-02-25 | Wendel & Cie De | Palplanche profilée à froid |
JPS54141007A (en) * | 1978-04-24 | 1979-11-01 | Shinmei Kk | Method of construction of stopping of hill with corner portion and steel sheettpile for corner |
JPS59166301A (ja) * | 1983-03-11 | 1984-09-19 | Kawasaki Steel Corp | ラルゼン型非対称u形鋼矢板の圧延方法 |
JPS6085326U (ja) * | 1983-11-10 | 1985-06-12 | 日本鋼管株式会社 | U形鋼矢板 |
JPH0329378Y2 (ja) * | 1986-01-27 | 1991-06-24 | ||
JPH02240319A (ja) * | 1989-03-13 | 1990-09-25 | Nkk Corp | 美化装鋼矢板 |
-
1996
- 1996-09-26 WO PCT/JP1996/002775 patent/WO1997013039A1/ja active IP Right Grant
- 1996-09-26 DE DE69631950T patent/DE69631950T2/de not_active Expired - Lifetime
- 1996-09-26 CN CN96191138A patent/CN1088486C/zh not_active Expired - Lifetime
- 1996-09-26 KR KR1019970703571A patent/KR100322317B1/ko not_active IP Right Cessation
- 1996-09-26 AU AU70953/96A patent/AU695771B2/en not_active Expired
- 1996-09-26 EP EP96931991A patent/EP0795649B1/en not_active Expired - Lifetime
- 1996-09-27 MY MYPI96004017A patent/MY120907A/en unknown
- 1996-10-01 TW TW085111968A patent/TW320573B/zh not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH069682B2 (ja) * | 1987-11-19 | 1994-02-09 | 住友金属工業株式会社 | コーナ鋼矢板とその製造方法 |
JPH0675726B2 (ja) * | 1988-07-25 | 1994-09-28 | 新日本製鐵株式会社 | 非対称異形ボックス孔型による形鋼の圧延方法 |
JPH06280251A (ja) * | 1993-03-29 | 1994-10-04 | Sumitomo Metal Ind Ltd | 地中連続壁用鋼製部材 |
JPH07197448A (ja) * | 1993-12-30 | 1995-08-01 | Shinko Kigyo Kk | 構築用矢板 |
Non-Patent Citations (1)
Title |
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See also references of EP0795649A4 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19725143A1 (de) * | 1997-06-13 | 1999-01-07 | Georg Wall | Verbindungselement für Spundbohlen |
DE19725143C2 (de) * | 1997-06-13 | 2000-09-21 | Georg Wall | Verbindungselement für Spundbohlen |
CN111021336A (zh) * | 2019-12-31 | 2020-04-17 | 南京图信新材料科技有限公司 | 一种垂直焊接桩及其制造方法 |
Also Published As
Publication number | Publication date |
---|---|
DE69631950T2 (de) | 2005-02-10 |
EP0795649A4 (en) | 2000-04-26 |
AU7095396A (en) | 1997-04-28 |
MY120907A (en) | 2005-12-30 |
EP0795649A1 (en) | 1997-09-17 |
KR980700494A (ko) | 1998-03-30 |
CN1172517A (zh) | 1998-02-04 |
KR100322317B1 (ko) | 2002-06-24 |
TW320573B (ja) | 1997-11-21 |
AU695771B2 (en) | 1998-08-20 |
EP0795649B1 (en) | 2004-03-24 |
CN1088486C (zh) | 2002-07-31 |
DE69631950D1 (de) | 2004-04-29 |
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