CA2942801C - Procede de montage de pylones metalliques dans les pergelisols - Google Patents
Procede de montage de pylones metalliques dans les pergelisols Download PDFInfo
- Publication number
- CA2942801C CA2942801C CA2942801A CA2942801A CA2942801C CA 2942801 C CA2942801 C CA 2942801C CA 2942801 A CA2942801 A CA 2942801A CA 2942801 A CA2942801 A CA 2942801A CA 2942801 C CA2942801 C CA 2942801C
- Authority
- CA
- Canada
- Prior art keywords
- pile
- pilot hole
- range
- soil
- casing pipe
- 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.)
- Active
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
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/12—Back-filling of foundation trenches or ditches
-
- 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
- E02D27/35—Foundations formed in frozen ground, e.g. in permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/14—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against frost heaves in soil
-
- 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
- E02D5/226—Protecting piles
-
- 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
- E02D5/66—Mould-pipes or other moulds
- E02D5/665—Mould-pipes or other moulds for making 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
- E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
- E02D7/30—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes by driving cores
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Piles And Underground Anchors (AREA)
Abstract
L'invention se rapporte à la construction de fondations et peut être utilisée lors de la construction de supports sur pilotis de conduits, de supports de lignes de transmission d'électricité, ainsi que lors de la construction de bâtiments et de structures sur des pergélisols. Le but de l'invention est d'élaborer des techniques de montage de pylônes permettant d'exclure toute possibilité de chute dans le puits de boues du sol et d'eaux de ruissellement lors de la menée des travaux lors de la construction de pylônes sur pilotis dans des pergélisols en période estivale dans des sols inondés de la couche de gel-fonte saisonniers, et d'exclure toute possibilité d'action des forces de soulèvement par le gel qui sont dues à la déformation par soulèvement dans des conditions de gel saisonnier. Le procédé consiste à enfoncer un coffrage à la profondeur de gel-fonte saisonniers du sol, à forer un puits de tête à une profondeur au moins égale à la profondeur normative de gel du sol, à couler un matériau durcissable dans le volume nécessaire pour remplir la cavité entre le puits de tête et le pylône depuis le fond du puits de tête jusqu'au bas du niveau de la couche de gel-fonte saisonniers du sol, à descendre le pylône, à remplir la cavité entre le pylône et le coffrage avec un matériau neutre en vrac et non gonflant.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/RU2014/000211 WO2015147676A1 (fr) | 2014-03-28 | 2014-03-28 | Procédé de montage de pylônes métalliques sur des pergélisols |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2942801A1 CA2942801A1 (fr) | 2015-10-01 |
| CA2942801C true CA2942801C (fr) | 2021-05-25 |
Family
ID=54196046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2942801A Active CA2942801C (fr) | 2014-03-28 | 2014-03-28 | Procede de montage de pylones metalliques dans les pergelisols |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US20160340851A1 (fr) |
| CA (1) | CA2942801C (fr) |
| WO (1) | WO2015147676A1 (fr) |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10385531B2 (en) | 2015-10-09 | 2019-08-20 | American Piledriving Equipment, Inc. | Split flight pile systems and methods |
| US10392871B2 (en) | 2015-11-18 | 2019-08-27 | American Piledriving Equipment, Inc. | Earth boring systems and methods with integral debris removal |
| US9957684B2 (en) * | 2015-12-11 | 2018-05-01 | American Piledriving Equipment, Inc. | Systems and methods for installing pile structures in permafrost |
| US11177763B2 (en) * | 2017-06-14 | 2021-11-16 | Thomas E. RUSSELL | Metallurgical steel post design for solar farm foundations and increased guardrail durability |
| CN107326765B (zh) * | 2017-08-25 | 2023-03-28 | 中铁西北科学研究院有限公司 | 处理岛状冻土地基石灰桩及其施工方法 |
| CN111749231A (zh) * | 2020-06-01 | 2020-10-09 | 中建三局基础设施建设投资有限公司 | 一种双套管双驱动全回转式成桩装置及成桩工艺 |
| US12129623B2 (en) | 2021-03-31 | 2024-10-29 | American Piledriving Equipment, Inc. | Segmented ram systems and methods for hydraulic impact hammers |
| CN113431035A (zh) * | 2021-07-23 | 2021-09-24 | 北京爱地地质勘察基础工程公司 | 一种cfg桩反插钢管装置及其施工方法 |
| CN116290134B (zh) * | 2023-03-28 | 2025-07-22 | 东北石油大学 | 一种phc管桩协同抗冻拔装置的施工工艺方法 |
| US12606972B2 (en) | 2024-02-07 | 2026-04-21 | American Piledriving Equipment, Inc. | Variable moment vibratory systems and methods |
| CN120217480A (zh) * | 2025-02-11 | 2025-06-27 | 交通运输部公路科学研究所 | 一种深厚融化夹层发育地区刚性桩复合地基结构设计方法 |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3630037A (en) * | 1970-07-15 | 1971-12-28 | Amoco Prod Co | Arctic piles |
| RU1793752C (ru) * | 1987-12-05 | 1995-04-10 | Юрий Михайлович Орлов | Способ возведения свай-оболочек |
| RU2027827C1 (ru) * | 1991-09-06 | 1995-01-27 | Виктор Всеволодович Очинский | Способ возведения сваи |
| RU2091541C1 (ru) * | 1992-03-31 | 1997-09-27 | Инженерный центр новых видов оснований и фундаментов Научно-исследовательского, проектно-изыскательского и конструкторско-технологического института оснований и подземных сооружений им.Н.М.Герсеванова | Способ возведения свайного фундамента вблизи существующего здания |
| RU2474652C1 (ru) * | 2011-08-24 | 2013-02-10 | Закрытое акционерное общество "Сибирский энергетический научно-технический центр" | Способ возведения сваи в сезоннопромерзающих пучинистых грунтах |
-
2014
- 2014-03-28 CA CA2942801A patent/CA2942801C/fr active Active
- 2014-03-28 WO PCT/RU2014/000211 patent/WO2015147676A1/fr not_active Ceased
-
2016
- 2016-08-03 US US15/227,875 patent/US20160340851A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| US20160340851A1 (en) | 2016-11-24 |
| WO2015147676A1 (fr) | 2015-10-01 |
| CA2942801A1 (fr) | 2015-10-01 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request |
Effective date: 20190322 |
|
| H11 | Ip right ceased following rejected request for revival |
Free format text: ST27 STATUS EVENT CODE: T-6-6-H10-H11-H101 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: TIME LIMIT FOR REVERSAL EXPIRED Effective date: 20241001 |