NL1029056C1 - Partition wall assembly apparatus for e.g. dam or harbour wall, comprises pile post with anchor device and grip mechanism for holding wall plank or panel - Google Patents
Partition wall assembly apparatus for e.g. dam or harbour wall, comprises pile post with anchor device and grip mechanism for holding wall plank or panel Download PDFInfo
- Publication number
- NL1029056C1 NL1029056C1 NL1029056A NL1029056A NL1029056C1 NL 1029056 C1 NL1029056 C1 NL 1029056C1 NL 1029056 A NL1029056 A NL 1029056A NL 1029056 A NL1029056 A NL 1029056A NL 1029056 C1 NL1029056 C1 NL 1029056C1
- Authority
- NL
- Netherlands
- Prior art keywords
- post
- wall
- upright
- profile
- tube
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/22—Stop log dams; Emergency gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
-
- 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
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Revetment (AREA)
Abstract
Description
* ♦* ♦
BET EXACT PLAATSEN VAN DE PIJLERSBETTER PLACEMENT OF THE PILLARS
5 De mal uit Pig. 1 wordt horizontaal waterpas op de bodem geplaatst.5 The mold from Pig. 1 is placed horizontally level on the bottom.
Met een boormachine (1) worden geleidingsstiften (2) of ander profiel, loodrecht in de bodem geboord exact op de verlangde plaatsen van de toekomstige pijlers.With a drill (1), guide pins (2) or other profile, are drilled perpendicular to the ground exactly at the desired places of the future pillars.
Ook de bodemgesteldheid kan met zo'n boring worden vastgesteld. Dit 10 in verband met de gewenste. lengte van het pijlergedeelte dat in de bodem wordt verzonken.The soil condition can also be determined with such a bore. This in connection with the desired one. length of the pillar section sunk into the bottom.
Op dë in de bodem geboorde geleidingsstift/boorpijp wordt de pijler geplaatst (Fig. II) en de bodem ingezogen, of afhankelijk van de bodemgesteldheid geperst of getrild.The pillar (Fig. II) is placed on the guide pin / drill pipe drilled in the soil and sucked in, or pressed or vibrated depending on the soil conditions.
15 Het in de bodem zuigen gebeurt met een zuigpersslang, (buitenzijde persen, binnenzijde zuigen) die in de pijler wordt geplaatst (1) en voorzien is van een stalen/kunststof uitloop (2) die dubbelwandig is en uit meerdere kamers bestaat. De bovenste kamer dient om deze uitloop van de. zuigpersslang met waterdruk onder in de pijler tegen 20 de binnenzijde te fixeren. Het onderste gedeelte van de uitloop zit tegen de onderzijde (3) van de pijler aan en is voorzien van sproeiers die onder hoge druk de bodemmaterie los maken zodat dat kan worden weggezogen waardoor de pijler de bodem in zakt. Zonodig met een lichte trilmachine op de pijler of door overdruk van 25 perswater.Sucking into the bottom is done with a suction press hose, (outside pressing, inside suction) that is placed in the pillar (1) and is equipped with a steel / plastic spout (2) that is double-walled and consists of several chambers. The upper room serves to extend this. suction hose with water pressure at the bottom of the pillar to be fixed against the inside. The lower part of the outlet is against the underside (3) of the pillar and is equipped with nozzles that release the soil material under high pressure so that it can be sucked away so that the pillar sinks into the bottom. If necessary with a light vibrator on the pier or due to overpressure of compressed water.
Volgens dit zelfde principe kan met overdruk een betonnen voet onder de pijler worden geperst.According to this same principle, a concrete foot can be pressed under the pillar with overpressure.
30 1029056 j30 1029056 j
Claims (10)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL1029056A NL1029056C1 (en) | 2005-05-17 | 2005-05-17 | Partition wall assembly apparatus for e.g. dam or harbour wall, comprises pile post with anchor device and grip mechanism for holding wall plank or panel |
NL1031780A NL1031780C2 (en) | 2005-05-17 | 2006-05-10 | Stackable caisson for modular dam wall, designed to be located by grooves in piles or stands sunk into ground |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL1029056A NL1029056C1 (en) | 2005-05-17 | 2005-05-17 | Partition wall assembly apparatus for e.g. dam or harbour wall, comprises pile post with anchor device and grip mechanism for holding wall plank or panel |
NL1029056 | 2005-05-17 |
Publications (1)
Publication Number | Publication Date |
---|---|
NL1029056C1 true NL1029056C1 (en) | 2005-10-03 |
Family
ID=35432218
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NL1029056A NL1029056C1 (en) | 2005-05-17 | 2005-05-17 | Partition wall assembly apparatus for e.g. dam or harbour wall, comprises pile post with anchor device and grip mechanism for holding wall plank or panel |
Country Status (1)
Country | Link |
---|---|
NL (1) | NL1029056C1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2309063A1 (en) * | 2009-10-01 | 2011-04-13 | Aker Jacket Technology AS | Apparatus, system and method of extending piles into a seabed |
-
2005
- 2005-05-17 NL NL1029056A patent/NL1029056C1/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2309063A1 (en) * | 2009-10-01 | 2011-04-13 | Aker Jacket Technology AS | Apparatus, system and method of extending piles into a seabed |
EP2325398A1 (en) * | 2009-10-01 | 2011-05-25 | Aker Jacket Technology AS | A system and method of extending piles into a seabed |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
V4 | Lapsed because of reaching the maximum lifetime of a patent |
Effective date: 20101110 |