BE881069A - GROUND DRILL AND DRILL HEAD USED THEREIN - Google Patents
GROUND DRILL AND DRILL HEAD USED THEREIN Download PDFInfo
- Publication number
- BE881069A BE881069A BE2/58324A BE2058324A BE881069A BE 881069 A BE881069 A BE 881069A BE 2/58324 A BE2/58324 A BE 2/58324A BE 2058324 A BE2058324 A BE 2058324A BE 881069 A BE881069 A BE 881069A
- Authority
- BE
- Belgium
- Prior art keywords
- emi
- drill
- ground
- head used
- head
- Prior art date
Links
- 238000007789 sealing Methods 0.000 description 1
- 239000007787 solid Substances 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
- E02D5/66—Mould-pipes or other moulds
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)
- Earth Drilling (AREA)
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
"Grondboor en daarbij gebruikte boorkop" <EMI ID=1.1>
Grondboren van deze soort worden gebruikt voor het in de grond gieten van betonnen palen. De grondboor wordt
<EMI ID=2.1>
<EMI ID=3.1>
<EMI ID=4.1>
massief en omringt het erop aansluitende u ite inde van de boorbuis het bovenste einde van deze kop. De boorbuis is aan de kop gekoppeld doordat het einde ervan van een vertanding
<EMI ID=5.1>
<EMI ID=6.1>
<EMI ID=7.1>
nomen. De aan de buitenkant van de kop gelegen vertanding
en kraag kunnen evenwel moeilijk zeer zwaar uitgevoerd worden, ;
<EMI ID=8.1>
er gevaar bestaat dat deze kraag en/óf deze vertanding afbreekt.
<EMI ID=9.1>
<EMI ID=10.1>
boorbuis kunnen uitgeoefend worden.
<EMI ID=11.1>
<EMI ID=12.1>
<EMI ID=13.1>
aangebracht.
<EMI ID=14.1>
<EMI ID=15.1>
over een relatief grote afstand van het einde van de buis een
<EMI ID=16.1>
<EMI ID=17.1>
<EMI ID=18.1> <EMI ID=19.1>
<EMI ID=20.1>
<EMI ID=21.1>
kop ter plaatse van elke winding dezelfde dikte bezit, met uitzon-
<EMI ID=22.1>
<EMI ID=23.1>
gevormd. De opening tussen de tanden geeft op de binnenste
<EMI ID=24.1>
<EMI ID=25.1>
<EMI ID=26.1>
<EMI ID=27.1>
op de as van de kop gerichte ribbe.
<EMI ID=28.1>
<EMI ID=29.1>
De uiterste rand van de kraag 5 is naar binnen toe
<EMI ID=30.1>
<EMI ID=31.1>
<EMI ID=32.1>
<EMI ID=33.1>
<EMI ID=34.1>
Ter vorming van de grondboor steekt men het, getande
<EMI ID=35.1> <EMI ID=36.1> <EMI ID=37.1>
<EMI ID=38.1> <EMI ID=39.1>
<EMI ID=40.1>
<EMI ID=41.1>
<EMI ID=42.1> <EMI ID=43.1>
reeds voor een afdichting bij het inbrengen van de boorKop,
<EMI ID=44.1>
<EMI ID=45.1>
<EMI ID=46.1>
<EMI ID=47.1>
<EMI ID=48.1>
<EMI ID=49.1>
dient gelegen te zijn wanneer de boorbuis 1 volledig in de . boorkop 2 gestoken is. Een gedeelte van de streng 10 van
<EMI ID=50.1>
<EMI ID=51.1>
<EMI ID=52.1>
<EMI ID=53.1>
erin stekende einde van de boorbuis eveneens van tanden voorzien is die tussen de tanden van de kop passen.
"Earth auger and drill bit used therewith" <EMI ID = 1.1>
Earth drills of this type are used for pouring concrete piles into the ground. The auger becomes
<EMI ID = 2.1>
<EMI ID = 3.1>
<EMI ID = 4.1>
solid and the connecting end of the drill pipe surrounds the top end of this head. The drill pipe is coupled to the head by having the end of a toothing
<EMI ID = 5.1>
<EMI ID = 6.1>
<EMI ID = 7.1>
take. The toothing on the outside of the head
however, a collar can hardly be made very heavy;
<EMI ID = 8.1>
there is a danger that this collar and / or this toothing will break off.
<EMI ID = 9.1>
<EMI ID = 10.1>
drill pipe can be exercised.
<EMI ID = 11.1>
<EMI ID = 12.1>
<EMI ID = 13.1>
fitted.
<EMI ID = 14.1>
<EMI ID = 15.1>
over a relatively large distance from the end of the tube a
<EMI ID = 16.1>
<EMI ID = 17.1>
<EMI ID = 18.1> <EMI ID = 19.1>
<EMI ID = 20.1>
<EMI ID = 21.1>
the head has the same thickness at each turn, with the exception of
<EMI ID = 22.1>
<EMI ID = 23.1>
formed. The gap between the teeth gives on the inner
<EMI ID = 24.1>
<EMI ID = 25.1>
<EMI ID = 26.1>
<EMI ID = 27.1>
rib directed to the axis of the head.
<EMI ID = 28.1>
<EMI ID = 29.1>
The extreme edge of the collar 5 is inward
<EMI ID = 30.1>
<EMI ID = 31.1>
<EMI ID = 32.1>
<EMI ID = 33.1>
<EMI ID = 34.1>
To form the auger, one puts it, toothed
<EMI ID = 35.1> <EMI ID = 36.1> <EMI ID = 37.1>
<EMI ID = 38.1> <EMI ID = 39.1>
<EMI ID = 40.1>
<EMI ID = 41.1>
<EMI ID = 42.1> <EMI ID = 43.1>
already for sealing when inserting the drill head,
<EMI ID = 44.1>
<EMI ID = 45.1>
<EMI ID = 46.1>
<EMI ID = 47.1>
<EMI ID = 48.1>
<EMI ID = 49.1>
should be located when the drill pipe 1 is completely in the. drill chuck 2 is inserted. Part of strand 10 of
<EMI ID = 50.1>
<EMI ID = 51.1>
<EMI ID = 52.1>
<EMI ID = 53.1>
the end of the drill pipe inserted therein is also provided with teeth which fit between the teeth of the head.
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19797923274 DE7923274U1 (en) | 1979-08-14 | 1979-08-14 | EARTH DRILL WITH DRILL HEAD |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| BE881069A true BE881069A (en) | 1980-05-02 |
Family
ID=6706596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| BE2/58324A BE881069A (en) | 1979-08-14 | 1980-01-10 | GROUND DRILL AND DRILL HEAD USED THEREIN |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JPS5631987A (en) |
| BE (1) | BE881069A (en) |
| DE (1) | DE7923274U1 (en) |
| NL (1) | NL8000437A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6046211B2 (en) * | 1981-11-06 | 1985-10-15 | 株式会社白石 | Cylindrical pile rotation press fitting method |
| DE19702137A1 (en) * | 1997-01-22 | 1998-07-23 | Fundex N V | Earth displacement drill |
-
1979
- 1979-08-14 DE DE19797923274 patent/DE7923274U1/en not_active Expired
-
1980
- 1980-01-10 BE BE2/58324A patent/BE881069A/en not_active IP Right Cessation
- 1980-01-23 NL NL8000437A patent/NL8000437A/en active Search and Examination
- 1980-08-13 JP JP11157480A patent/JPS5631987A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5631987A (en) | 1981-03-31 |
| NL8000437A (en) | 1981-02-17 |
| JPS6144192B2 (en) | 1986-10-01 |
| DE7923274U1 (en) | 1979-12-20 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| RE20 | Patent expired |
Owner name: FUNDEX P.V.B.A. Effective date: 20000110 |