DK3029205T3 - Funderingspæl med et i det væsentlige cylindrisk skaft - Google Patents
Funderingspæl med et i det væsentlige cylindrisk skaft Download PDFInfo
- Publication number
- DK3029205T3 DK3029205T3 DK15002971.8T DK15002971T DK3029205T3 DK 3029205 T3 DK3029205 T3 DK 3029205T3 DK 15002971 T DK15002971 T DK 15002971T DK 3029205 T3 DK3029205 T3 DK 3029205T3
- Authority
- DK
- Denmark
- Prior art keywords
- pile
- foundation
- sleeve
- section
- foundation pile
- Prior art date
Links
- 238000003780 insertion Methods 0.000 claims description 10
- 230000037431 insertion Effects 0.000 claims description 10
- 230000008859 change Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 3
- 238000009432 framing Methods 0.000 claims 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 2
- 238000005266 casting Methods 0.000 claims 2
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 230000000740 bleeding effect Effects 0.000 claims 1
- 239000000945 filler Substances 0.000 claims 1
- 229910052742 iron Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 238000005304 joining Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000839 emulsion Substances 0.000 description 2
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- 229910001141 Ductile iron Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
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
- E02D5/52—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
- E02D5/526—Connection means between pile segments
-
- 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
- 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
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
-
- 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
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
-
- 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
-
- 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
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
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)
- Piles And Underground Anchors (AREA)
- Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
Claims (10)
1. Funderingspael (1) omfattende et i det vaesentlige cylindrisk skaft (2), hvor skaftet (2) tilvejebringer en forste paelende (la) og en anden paelende (lb), hvor en muffe (3) er indrettet pa funderingspaelen (1) i regionen af den anden paelende (lb), hvor muffen (3) eller funderingspaelen (1) har et anslag (9) i regionen af den anden paelende (lb) sa at en yderligere funderingspael (1) kan indsaettes med en forste paelende (la) sa langt som en maksimumdybde (T) defineret af anslaget (9), kendetegnet ved at - muffen (3) og/eller - funderingspaelen (1) i regionen af den anden paelende (lb) tilvejebringer i det indre mindst en underskaret del (8) der straekker sig mindst i det vaesentlige til anslaget (9).
2. Funderingspael som beskrevet i krav 1, kendetegnet ved at den underskarne del (8) er tilvejebragt ved aendringen i tvaersnittet af muffen (3) fra et i det vaesentlige ringformet tvaersnit (Qk) ved den anden paelende (lb) til et tvaersnit (Qa) ved det indre anslag (9), der afviger fra det cirkulaere tvaersnit.
3. Funderingspael som beskrevet i krav 2, kendetegnet ved at tvaersnittet (Qa) der afviger fra et i det vaesentlige ringformet tvaersnit (Qk) er i form af en trilobular konfiguration, hvor tre underskaeringsregioner (8a, 8b, 8c) produceres af den trilobulare konfiguration.
4. Funderingspael som beskrevet i krav 1 eller krav 2, kendetegnet ved at den underskarne del (8) straekker sig ved en maksimumvinkel (a) i det indre af muffen (3) pa mellem 1,5° og 3° malt i forhold til en langsgaende akse (L).
5. Funderingspael som beskrevet i mindst et af de foregaende krav, kendetegnet ved at funderingspaelen (1) i det vaesentlige er rorformet, hvor skaftet (2) har en i det vaesentlige konstant akselvaegtykkelse (Ws) i regionen mindst langs dens maksimumindsaetningsdybde (T) startende fra den forste paelende (la).
6. Funderingspael som beskrevet i et af kravene 1 til 5, kendetegnet ved at muffen (3) ved den anden paelende (lb) har en i det vaesentlige konstant muffevaegtykkelse (WMcon), startende fra den anden paelende (lb) langs maksimumindsaetningsdybden (T) er af en variabel muffevaegtykkelse (WMvar) i henhold til den underskarne del (8).
7. Funderingspael som beskrevet i et af kravene 1 til 6, kendetegnet ved at anslaget (9) er tilvejebragt af en kontaktflade indrettet i det vaesentlige vinkelret pa den langsgaende akse (L) af funderingspaelen (1).
8. Funderingspael som beskrevet i et af kravene 1 til 7, kendetegnet ved at funderingspaelen (1) mindst delvist og fortrinsvis fuldstaendigt bestar af duktilt formbart stobestal eller stobejern.
9. Funderingspael som beskrevet i et af kravene 1 til 8, kendetegnet ved at funderingspaelen (1) er lettere deformerbar mindst i regionen langs indsaetningsdybden (T) i henhold til den mindre akselvaegtykkelse (WS) og/eller en blodere materialestruktur, end den resterende region af funderingspaelen (1).
10. Fremgangsmade til samling af mindst to funderingspaele (1) som beskrevet i et af kravene 1 til 9, hvor fremgangsmaden omfatter folgende trin: - nedramme en funderingspael (1) i en undergrund med en nedramningsindretning, hvor funderingspaelen (1) nedrammes med den forste paelende (la) forrest i undergrunden, - indsaette en yderligere funderingspael (1) med den forste paelende (la) ind i muffen (3) af den foregaende funderingspael (1), der er forsynet med en underskaret del (8), og nedramme ved hjaelp af en nedramningsindretning, - nedramme til den 0nskede dybde af anordningen af funderingspaele (1), hvorved nedramning af den forste paelende (la) tilpasses til den indre kontur af muffen (3), - eventuel indsaetning af yderligere funderingspaele (1) og nedramning som beskrevet i de foregaende trin, og - fylde anordningen af funderingspaele (1) med et fyldstofmateriale (10) for at hindre returdeformation af den f0rste paelende (la) der er deformeret i henhold til den underskarne del (8).
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ATA879/2014A AT516162B1 (de) | 2014-12-05 | 2014-12-05 | Rammpfahl mit einem im Wesentlichen zylindrischen Schaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DK3029205T3 true DK3029205T3 (da) | 2018-06-25 |
Family
ID=54337084
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK15002971.8T DK3029205T3 (da) | 2014-12-05 | 2015-10-16 | Funderingspæl med et i det væsentlige cylindrisk skaft |
Country Status (13)
| Country | Link |
|---|---|
| US (1) | US9593458B2 (da) |
| EP (1) | EP3029205B1 (da) |
| AT (1) | AT516162B1 (da) |
| CY (1) | CY1120853T1 (da) |
| DK (1) | DK3029205T3 (da) |
| ES (1) | ES2675935T3 (da) |
| HR (1) | HRP20181034T8 (da) |
| HU (1) | HUE037767T2 (da) |
| PL (1) | PL3029205T3 (da) |
| PT (1) | PT3029205T (da) |
| RS (1) | RS57243B1 (da) |
| SI (1) | SI3029205T1 (da) |
| TR (1) | TR201808329T4 (da) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648352B (zh) * | 2020-06-23 | 2024-12-03 | 中国建筑西南勘察设计研究院有限公司 | 一种嵌套连接管桩结构 |
| CA3184038C (en) * | 2022-12-15 | 2025-05-20 | John Lawrie, Inc. | CONNECTION FOR DRIVEN STEEL TUBE PILES AND MANUFACTURING METHOD |
| CN116856558A (zh) * | 2023-07-20 | 2023-10-10 | 广州天行机械接头有限公司 | 弹性套筒、连接结构及建筑连接系统 |
| CN116927351B (zh) * | 2023-07-20 | 2026-04-14 | 广州天行机械接头有限公司 | 连接结构及建筑连接系统 |
| US12421683B1 (en) | 2024-08-29 | 2025-09-23 | John Lawrie, Inc. | Coupler for coupling driven steel pipe piles |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1507138A (en) * | 1924-01-08 | 1924-09-02 | Pierce Leon | Pipe union |
| US3724223A (en) * | 1970-11-27 | 1973-04-03 | C Pepe | One piece, drive fit, closure cap and sleeve for piles |
| SE458863B (sv) * | 1979-12-19 | 1989-05-16 | Gustavsberg Ab | Paalkonstruktion |
| DE102004031045A1 (de) * | 2004-06-25 | 2006-01-26 | Stefan Henke | Fitting |
| JP2007120122A (ja) * | 2005-10-27 | 2007-05-17 | Sekkeishitsu Soil:Kk | パイプの接続具 |
| AT510951B1 (de) | 2011-08-23 | 2012-08-15 | Duktus S A | Pfahl mit einem im wesentlichen zylindrischen schaft |
-
2014
- 2014-12-05 AT ATA879/2014A patent/AT516162B1/de not_active IP Right Cessation
-
2015
- 2015-10-16 RS RS20180590A patent/RS57243B1/sr unknown
- 2015-10-16 EP EP15002971.8A patent/EP3029205B1/de active Active
- 2015-10-16 TR TR2018/08329T patent/TR201808329T4/tr unknown
- 2015-10-16 SI SI201530306T patent/SI3029205T1/en unknown
- 2015-10-16 HU HUE15002971A patent/HUE037767T2/hu unknown
- 2015-10-16 ES ES15002971.8T patent/ES2675935T3/es active Active
- 2015-10-16 PL PL15002971T patent/PL3029205T3/pl unknown
- 2015-10-16 PT PT150029718T patent/PT3029205T/pt unknown
- 2015-10-16 DK DK15002971.8T patent/DK3029205T3/da active
- 2015-10-28 US US14/925,169 patent/US9593458B2/en active Active
-
2018
- 2018-06-27 CY CY20181100662T patent/CY1120853T1/el unknown
- 2018-07-04 HR HRP20181034TT patent/HRP20181034T8/hr unknown
Also Published As
| Publication number | Publication date |
|---|---|
| HUE037767T2 (hu) | 2018-09-28 |
| SI3029205T1 (en) | 2018-08-31 |
| CY1120853T1 (el) | 2020-05-29 |
| AT516162A4 (de) | 2016-03-15 |
| AT516162B1 (de) | 2016-03-15 |
| PL3029205T3 (pl) | 2018-09-28 |
| HRP20181034T8 (hr) | 2021-11-12 |
| PT3029205T (pt) | 2018-06-15 |
| TR201808329T4 (tr) | 2018-07-23 |
| HRP20181034T1 (hr) | 2018-08-24 |
| EP3029205A1 (de) | 2016-06-08 |
| US9593458B2 (en) | 2017-03-14 |
| ES2675935T3 (es) | 2018-07-13 |
| RS57243B1 (sr) | 2018-07-31 |
| EP3029205B1 (de) | 2018-04-11 |
| US20160160466A1 (en) | 2016-06-09 |
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