JP6568875B2 - 管状基礎部材、組立体、及び、管状基礎部材の地盤内への設置方法 - Google Patents
管状基礎部材、組立体、及び、管状基礎部材の地盤内への設置方法 Download PDFInfo
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- JP6568875B2 JP6568875B2 JP2016568598A JP2016568598A JP6568875B2 JP 6568875 B2 JP6568875 B2 JP 6568875B2 JP 2016568598 A JP2016568598 A JP 2016568598A JP 2016568598 A JP2016568598 A JP 2016568598A JP 6568875 B2 JP6568875 B2 JP 6568875B2
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- 238000000034 method Methods 0.000 title claims description 19
- 239000002689 soil Substances 0.000 claims description 26
- 239000000463 material Substances 0.000 claims description 25
- 238000009434 installation Methods 0.000 claims description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 239000003673 groundwater Substances 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 239000011440 grout Substances 0.000 description 9
- 210000003371 toe Anatomy 0.000 description 6
- 230000009467 reduction Effects 0.000 description 4
- 239000011324 bead Substances 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
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- 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
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
-
- 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
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/08—Sinking workpieces into water or soil inasmuch as not provided for elsewhere
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
-
- 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
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
- E02D5/285—Prefabricated piles made of steel or other metals tubular, e.g. prefabricated from sheet pile elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1685—Shapes cylindrical
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0061—Production methods for working underwater
- E02D2250/0092—Production methods for working underwater using hydraulical means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Foundations (AREA)
Description
2 フランジ(支持手段)
4 水中地盤
6 テンプレート
7 杭打ち機
8 アンビル
Claims (24)
- 地盤内に設置するための管状基礎部材であり、アンビルを備えた杭打ち機の該管状基礎部材の内部への挿入を可能とする少なくとも一つの開口端を有する管状基礎部材において、
内部に支持手段を備え、該支持手段は、該管状基礎部材の設置中に、前記アンビルからのエネルギーを該管状基礎部材に直接伝達するよう構成されていることを特徴とする管状基礎部材。 - 請求項1記載の管状基礎部材において、該管状基礎部材が杭である管状基礎部材。
- 請求項2記載の管状基礎部材において、前記杭がジャケット杭である管状基礎部材。
- 請求項1ないし3の何れか一項記載の管状基礎部材において、両端に前記開口端を有している管状基礎部材。
- 請求項1ないし4の何れか一項記載の管状基礎部材において、前記支持手段が、該管状基礎部材の上部半分内の部位に位置してなる管状基礎部材。
- 請求項5記載の管状基礎部材において、前記支持手段が、該管状基礎部材の上部四分の一内の部位に位置してなる管状基礎部材。
- 請求項1ないし6の何れか一項記載の管状基礎部材において、管状基礎部材は、20〜120mの長さを有している管状基礎部材。
- 請求項7記載の管状基礎部材において、管状基礎部材は、40〜70mの長さを有している、管状基礎部材。
- 請求項7又は8記載の管状基礎部材において、前記支持手段は少なくとも一つの前記開口端から所定の距離に位置しており、該距離が、4〜10m、及び/又は、管状基礎部材の全長の7〜30%である、管状基礎部材。
- 請求項9記載の管状基礎部材において、前記距離が、6〜8m、及び/又は、管状基礎部材の全長の10〜25%である、管状基礎部材。
- 請求項1から10の何れか一項に記載の管状基礎部材において、前記支持手段が、該管状基礎部材の内面に固定されたフランジを備えてなる管状基礎部材。
- 請求項1ないし11の何れか一項に記載の管状基礎部材において、前記支持手段は、長手方向に沿って実質的に該管状基礎部材のつま先に向かうテーパが付与されてなる管状基礎部材。
- 請求項1ないし12の何れか一項に記載の管状基礎部材において、前記管状基礎部材が二つの開口端を備えてなる管状基礎部材。
- 杭あるいはジャケット杭といった管状基礎部材を杭打ち機によって地盤中へ設置する方法であって、
内部に支持手段を備えた管状基礎部材を準備する工程と、
アンビルを前記支持手段上に設置する工程と、
杭打ち機を前記アンビル上に設置する工程と、
前記管状基礎部材を前記地盤内に打ち込む工程であって、設置中、前記支持手段が前記アンビルから前記管状基礎部材にエネルギーを直接伝達する打ち込む工程と、
を備えることを特徴とする方法。 - 請求項14記載の方法において、前記支持手段は前記管状基礎部材の上部半分内の部位、特に上部四分の一内の部位に設けられている、方法。
- 請求項14又は15記載の方法において、前記杭打ち機及び/又はアンビルは、打込み中に前記管状基礎部材により保持されている、方法。
- 請求項14ないし16の何れか一項記載の方法において、前記管状基礎部材を前記地盤上に直接載置し、その後該地盤内に設置する、方法。
- 請求項14ないし17の何れか一項記載の方法において、前記管状基礎部材の設置工程の少なくとも一部において、前記地盤の土壌物質を前記アンビルが前記管状基礎部材の内部に圧縮してなる、方法。
- 請求項14ないし18の何れか一項記載の方法において、前記管状基礎部材をガイドするための、少なくとも二つのガイドを有したテンプレートを前記地盤に設置する工程を有してなる、方法。
- 請求項19記載の方法において、前記管状基礎部材を前記地盤上に載置する前に前記テンプレートを前記地盤に設置する、方法。
- 請求項14ないし20の何れか一項記載の方法において、前記管状基礎部材を水中の前記地盤内に打込み中に、該管状基礎部材から水が除去される、方法。
- 請求項21記載の方法において、水が、少なくとも地盤と前記支持手段との間の部分から除去される、方法。
- 請求項1ないし13の何れか一項記載の管状基礎部材を地盤内に設置するための、杭打ち機及びアンビルを備えた組立体において、前記管状基礎部材の内部の前記支持手段は、前記管状基礎部材の設置中に、前記アンビルからのエネルギーを前記管状基礎部材に直接伝達するよう構成されてなる組立体。
- 請求項23記載の組立体において、管状基礎部材をガイドするための少なくとも二つのガイドを有したテンプレートを備え、該テンプレートは、少なくとも前記管状基礎部材の設置中に水中の前記地盤上に載置される、組立体。
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL2012858 | 2014-05-22 | ||
NL2012858A NL2012858B1 (en) | 2014-05-22 | 2014-05-22 | Tubular foundation element, assembly and method for installing tubular foundation elements in a ground formation. |
PCT/NL2015/050344 WO2015178765A1 (en) | 2014-05-22 | 2015-05-13 | Tubular foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2017516931A JP2017516931A (ja) | 2017-06-22 |
JP6568875B2 true JP6568875B2 (ja) | 2019-08-28 |
Family
ID=51541250
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2016568598A Active JP6568875B2 (ja) | 2014-05-22 | 2015-05-13 | 管状基礎部材、組立体、及び、管状基礎部材の地盤内への設置方法 |
Country Status (11)
Country | Link |
---|---|
US (1) | US10072390B2 (ja) |
EP (1) | EP3146112A1 (ja) |
JP (1) | JP6568875B2 (ja) |
KR (1) | KR102498055B1 (ja) |
CN (1) | CN106414854B (ja) |
AU (1) | AU2015262084B2 (ja) |
BR (1) | BR112016026907B1 (ja) |
CA (1) | CA2949046C (ja) |
NL (1) | NL2012858B1 (ja) |
SG (1) | SG11201608992YA (ja) |
WO (1) | WO2015178765A1 (ja) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN113026797B (zh) * | 2021-03-18 | 2022-08-02 | 四川电力设计咨询有限责任公司 | 中空环形风机基础及其施工方法 |
Family Cites Families (26)
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GB215177A (en) * | 1923-04-13 | 1924-05-08 | Edgard Frankignoul | Improved method and means for the driving in of tube-work for foundations |
GB561765A (en) | 1943-02-19 | 1944-06-02 | Bell Noel Gonne | Improvements in piles and foundations |
DE1784396B1 (de) | 1968-08-03 | 1971-07-01 | Cordes Hugo Dipl Ing | Rammhammer mit Schallschluckmantel |
US3824797A (en) | 1971-07-16 | 1974-07-23 | Orb Inc | Evacuated tube water hammer pile driving |
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DE3047375C2 (de) * | 1980-12-16 | 1985-09-05 | Koehring Gmbh, 2000 Hamburg | Tauchfähige Rammvorrichtung |
JPS60159218A (ja) | 1984-01-28 | 1985-08-20 | Ishikawajima Harima Heavy Ind Co Ltd | パイルハンマ−用遮音装置 |
JPH0365737A (ja) | 1989-08-03 | 1991-03-20 | Nec Corp | 周辺制御装置 |
BR9002463A (pt) * | 1990-05-25 | 1991-11-26 | Petroleo Brasileiro Sa | Estaca para fundacao de plataforma e seu processo de instalacao |
IT1248590B (it) * | 1991-06-28 | 1995-01-19 | Saipem Spa | Dispositivo perfezionato per il sollevamento e la battitura dei pali di fondazione di strutture offshore |
GB2257998A (en) * | 1991-07-23 | 1993-01-27 | Ashley Thomas Beighton | Apparatus and method for driving piles |
NL9101294A (nl) | 1991-07-24 | 1993-02-16 | Waal Technology & Consultancy | Werkwijze en inrichting voor het heien van buispalen. |
FR2694315B1 (fr) * | 1992-07-31 | 1994-10-21 | Bouygues Offshore | Procédé et dispositif pour enfoncer un tube dans le sol, par battage, notamment pour réaliser un pieu de fondation. |
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US6364577B1 (en) * | 2000-05-22 | 2002-04-02 | J. Ray McDermott, S.A. | Pile driving transition piece |
CN2599075Y (zh) | 2003-02-26 | 2004-01-14 | 夏树清 | 高效锤振式组合桩机 |
NL1023531C2 (nl) | 2003-05-26 | 2004-11-29 | Heifu B V | Inrichting voor het in de grond aanbrengen van een paal voor fundatie- of damwand doeleinden. |
EP1719842A1 (en) * | 2005-05-03 | 2006-11-08 | IHC Holland IE B.V. | System and method for installing foundation elements |
US7367780B2 (en) * | 2005-09-30 | 2008-05-06 | General Electric Company | System and method for driving a monopile for supporting an offshore wind turbine |
DE102006008095A1 (de) | 2006-02-20 | 2007-08-23 | Menck Gmbh | Verfahren und Vorrichtung zum umweltschonenden Rammen unter Wasser |
CN100494581C (zh) | 2006-09-26 | 2009-06-03 | 华北建设集团有限公司 | 混凝土封底和带桩翼的筒桩成孔器及施工工艺 |
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-
2014
- 2014-05-22 NL NL2012858A patent/NL2012858B1/en active
-
2015
- 2015-05-13 CA CA2949046A patent/CA2949046C/en active Active
- 2015-05-13 SG SG11201608992YA patent/SG11201608992YA/en unknown
- 2015-05-13 EP EP15729261.6A patent/EP3146112A1/en active Pending
- 2015-05-13 BR BR112016026907-1A patent/BR112016026907B1/pt not_active IP Right Cessation
- 2015-05-13 JP JP2016568598A patent/JP6568875B2/ja active Active
- 2015-05-13 KR KR1020167032086A patent/KR102498055B1/ko active IP Right Grant
- 2015-05-13 AU AU2015262084A patent/AU2015262084B2/en active Active
- 2015-05-13 WO PCT/NL2015/050344 patent/WO2015178765A1/en active Application Filing
- 2015-05-13 US US15/311,784 patent/US10072390B2/en active Active
- 2015-05-13 CN CN201580026641.7A patent/CN106414854B/zh active Active
Also Published As
Publication number | Publication date |
---|---|
BR112016026907B1 (pt) | 2022-08-30 |
CN106414854A (zh) | 2017-02-15 |
AU2015262084A1 (en) | 2016-11-17 |
KR20170012235A (ko) | 2017-02-02 |
CA2949046A1 (en) | 2015-11-26 |
NL2012858B1 (en) | 2016-03-15 |
CA2949046C (en) | 2023-05-09 |
US10072390B2 (en) | 2018-09-11 |
JP2017516931A (ja) | 2017-06-22 |
WO2015178765A1 (en) | 2015-11-26 |
EP3146112A1 (en) | 2017-03-29 |
BR112016026907A2 (ja) | 2017-08-15 |
US20170096791A1 (en) | 2017-04-06 |
SG11201608992YA (en) | 2016-12-29 |
KR102498055B1 (ko) | 2023-02-10 |
AU2015262084B2 (en) | 2019-03-14 |
CN106414854B (zh) | 2020-01-10 |
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