CA3146957A1 - Systeme de fondation hydroelectrique modulaire prefabrique pour les conditions du sol - Google Patents
Systeme de fondation hydroelectrique modulaire prefabrique pour les conditions du sol Download PDFInfo
- Publication number
- CA3146957A1 CA3146957A1 CA3146957A CA3146957A CA3146957A1 CA 3146957 A1 CA3146957 A1 CA 3146957A1 CA 3146957 A CA3146957 A CA 3146957A CA 3146957 A CA3146957 A CA 3146957A CA 3146957 A1 CA3146957 A1 CA 3146957A1
- Authority
- CA
- Canada
- Prior art keywords
- foundation system
- piles
- beams
- pipe piles
- foundation
- 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
- 239000002689 soil Substances 0.000 title abstract description 44
- 238000000034 method Methods 0.000 claims abstract description 19
- 238000010276 construction Methods 0.000 claims description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 239000011178 precast concrete Substances 0.000 claims description 16
- 238000011144 upstream manufacturing Methods 0.000 claims description 11
- 230000009471 action Effects 0.000 claims description 3
- 230000005484 gravity Effects 0.000 claims description 3
- 238000009412 basement excavation Methods 0.000 description 9
- 230000008901 benefit Effects 0.000 description 8
- 238000013461 design Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 238000002360 preparation method Methods 0.000 description 4
- 238000012546 transfer Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- 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
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- 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)
- 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)
- Foundations (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US202163143328P | 2021-01-29 | 2021-01-29 | |
| US63/143,328 | 2021-01-29 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA3146957A1 true CA3146957A1 (fr) | 2022-07-29 |
Family
ID=82593842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA3146957A Pending CA3146957A1 (fr) | 2021-01-29 | 2022-01-28 | Systeme de fondation hydroelectrique modulaire prefabrique pour les conditions du sol |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US20220325492A1 (fr) |
| CA (1) | CA3146957A1 (fr) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506309A (zh) * | 2022-09-28 | 2022-12-23 | 中交广州水运工程设计研究院有限公司 | 一种适用于疏浚与吹填工程的储泥结构及其施工方法 |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5746544A (en) * | 1995-08-24 | 1998-05-05 | Hovik Baghoomian | Process and structure for reducing roadway construction period |
| KR100533547B1 (ko) * | 2003-07-15 | 2005-12-06 | 한국건설기술연구원 | 프리캐스트 바닥판과 거더의 연결구조 |
| US8656543B2 (en) * | 2010-07-13 | 2014-02-25 | Encon Technologies, Llc | Bridge shoring system |
| AU2011354695A1 (en) * | 2011-01-11 | 2013-03-21 | Pilepro, Llc | Improved steel pipe piles and pipe pile structures |
-
2022
- 2022-01-28 CA CA3146957A patent/CA3146957A1/fr active Pending
- 2022-01-28 US US17/587,886 patent/US20220325492A1/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506309A (zh) * | 2022-09-28 | 2022-12-23 | 中交广州水运工程设计研究院有限公司 | 一种适用于疏浚与吹填工程的储泥结构及其施工方法 |
Also Published As
| Publication number | Publication date |
|---|---|
| US20220325492A1 (en) | 2022-10-13 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request |
Effective date: 20230508 |
|
| EEER | Examination request |
Effective date: 20230508 |