EP0014512A2 - Verfahren zum Setzen eines Grundankers ins Erdreich - Google Patents
Verfahren zum Setzen eines Grundankers ins Erdreich Download PDFInfo
- Publication number
- EP0014512A2 EP0014512A2 EP80200113A EP80200113A EP0014512A2 EP 0014512 A2 EP0014512 A2 EP 0014512A2 EP 80200113 A EP80200113 A EP 80200113A EP 80200113 A EP80200113 A EP 80200113A EP 0014512 A2 EP0014512 A2 EP 0014512A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- ground
- anchor
- shank
- blade
- screwed
- 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.)
- Granted
Links
Images
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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/801—Ground anchors driven by screwing
Definitions
- the invention relates to a method of arranging a ground anchor into the ground, said anchor comprising a shank and at least one helical blade arranged on the outer side of said shank, the shank with the blade being screwed into the ground.
- Such a ground anchor as described, for example, in German Patent Application 1,634,671 is employed for may purposes, for example, for fixing or anchoring dam walls along channels and rivers, for anchoring high masts, air halls and the like.
- Such anchors screwed into the ground generally have a satisfying effect, the force that can be exerted on such anchors always strongly depends upon the conditions of the ground into which the anchor is screwed. During drilling operations it has been found, in practice that even at small intervals appreciable differences in the solidity of the ground can be assessed.
- the invention has for its object to provide a method of the kind set forth by which the ground anchor can be arranged in a simple manner such that in addition a satisfactory ground condition is safeguarded so that optimum fixation of the ground anchor in the ground is invariably obtained.
- this can be achieved in that after the ground anchor is screwed into the ground first air or gas is-injected into the ground surrounding the blade, after which a hardening fluid is injected.
- Hardening fluids solidifying within a comparatively short time after injection into the ground are known, for example, from German Patent Application 2,819,974 and 2,820,963.
- a particularly suitable ground anchor for carrying out the method according to the invention is obtained, when the shank has, over at least part of its lenght, a passage which is open at least near the top side of the anchor and which communicates with the external side of the anchor through at least one bore located near the helical blade.
- the hardening fluid can be injected through the passage and the bore into the ground surrounding the anchor.
- the ground anchor illustrated in the Figure comprises a hollow shank 1 surrounded over part of its circumference in known manner by a helical blade 2.
- the hollow shank 1 has at both ends inner screwthread 3 and 4 respectively.
- a correspondingly screwthreaded end 5 of a closing piece 6 for the shank is screwed Into the lower end of the shank with the screwthread 4 a correspondingly screwthreaded end 5 of a closing piece 6 for the shank.
- the closing piece 6 has a bevelled tip 7.
- the lower end of the shank may be closed in a different manner, for example, by welding the closing piece 6 to the shank or, for example by flattening and/or sealing by welding the lower end of the shank 1.
- the top end of the shank is surrounded by a rectangular or square block 8 having a bore for receiving the top end of the shank.
- the b&ock 8 is welded to the top end of the shank.
- the block 8 may be used for mounting a tool for screwing the anchor into the ground.
- the Figure shows furthermore that near the blade at least one more or less helically extending bore is provided in the wall of the shank 1 so that the passage 9 in the interior of the shank communicates with the )uter side of the ground anchor through said more or less radial bore 10.
- a plurality of such bores will be provided along the length and the circumference of the shank.
- a hose or the like can be connected with the open top end of the passage so that with the aid of a pump or the like air or gas can first be injected through the passage 9 and the bore(s) 10 into the ground surrounding the anchor.
- the introduced air will drive away the water contained in the ground surrounding the ground anchor.
- a fluid can be injected through the passage 9 and the bore(s) 10 into the ground surrounding the ground anchor.
- the composition of the fluid employed is such that after a comparatively short time this fluid will solidify in the ground so that the ground surrounding the anchor is consolidated.
- the blade 2 may, of course , be designed so that it extends through more than 360° around the shank.
- the shank may be provided with a plurality of blades overlapping ene another in the direction of lenght of the shank.
- the ground located between said blades will be solidified, which is advantageous for withstanding both tensile and pressing forces.
- the injection can be carried out beneath and above the lower and upper blades respectively by providing suitable bores 10 in the shank.
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)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT80200113T ATE1866T1 (de) | 1979-02-13 | 1980-02-11 | Verfahren zum setzen eines grundankers ins erdreich. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL7901116 | 1979-02-13 | ||
NL7901116A NL7901116A (nl) | 1979-02-13 | 1979-02-13 | Werkwijze voor het in de grond aanbrengen van een grondanker en grondanker bestemd voor het uitvoeren van deze werkwijze. |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0014512A2 true EP0014512A2 (de) | 1980-08-20 |
EP0014512A3 EP0014512A3 (en) | 1980-09-03 |
EP0014512B1 EP0014512B1 (de) | 1982-11-24 |
Family
ID=19832625
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP80200113A Expired EP0014512B1 (de) | 1979-02-13 | 1980-02-11 | Verfahren zum Setzen eines Grundankers ins Erdreich |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0014512B1 (de) |
AT (1) | ATE1866T1 (de) |
DE (1) | DE3061118D1 (de) |
NL (1) | NL7901116A (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4424339A1 (de) * | 1994-07-11 | 1996-01-18 | Arthur Keck | Erdanker |
CZ304086B6 (cs) * | 2011-12-22 | 2013-10-09 | Vysoká Skola Bánská Technická - Univerzita Ostrava | Prostredek k injektování s integrovaným podáváním injektázního média a odvzdusnením |
DE102013104773A1 (de) | 2013-05-08 | 2014-11-13 | Jörg Pagels | Bodenanker |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0155119B1 (de) * | 1984-02-27 | 1990-07-25 | Multilift Limited | Behälter und Hebevorrichtung |
GB2160237A (en) * | 1984-05-25 | 1985-12-18 | Bennett Walter | Ground engaging member |
NL192836C (nl) * | 1984-10-17 | 2000-02-18 | Leeuwen Marinus Teunis Van | Schroefanker. |
NL1004746C2 (nl) * | 1996-12-11 | 1998-06-15 | Van Leeuwen Harmelen Bv Geb | Werkwijze voor het rooien resp. verplaatsen van bomen. |
US6058662A (en) * | 1997-07-18 | 2000-05-09 | Secure Products, Llc | Earth anchors and methods for their use |
DE102013105859A1 (de) | 2013-06-06 | 2014-12-11 | SG Holding UG (haftungsbeschränkt) | Eine im Erdreich aushärtbare Substanz zur dauerhaften Fixierung eines Erdankers oder Grundankers sowie ein Verfahren zum Einbringen derselben |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE228921C (de) * | ||||
US2603319A (en) * | 1952-07-15 | Ground anchor v | ||
FR1306492A (fr) * | 1961-11-20 | 1962-10-13 | S R L E L S E Edilizia Lavori | Procédé pour obtenir la stabilisation et la consolidation des terrains du sous-sol, et outil perforateur-mélangeur correspondant |
GB1115796A (en) * | 1965-04-06 | 1968-05-29 | Bauer Karl Heinz | Improvements in and relating to ground anchors and methods of making such anchors |
DE2334418A1 (de) * | 1973-07-06 | 1975-01-23 | Stelag Konstruktion | Bodenanker |
-
1979
- 1979-02-13 NL NL7901116A patent/NL7901116A/nl not_active Application Discontinuation
-
1980
- 1980-02-11 DE DE8080200113T patent/DE3061118D1/de not_active Expired
- 1980-02-11 EP EP80200113A patent/EP0014512B1/de not_active Expired
- 1980-02-11 AT AT80200113T patent/ATE1866T1/de not_active IP Right Cessation
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE228921C (de) * | ||||
US2603319A (en) * | 1952-07-15 | Ground anchor v | ||
FR1306492A (fr) * | 1961-11-20 | 1962-10-13 | S R L E L S E Edilizia Lavori | Procédé pour obtenir la stabilisation et la consolidation des terrains du sous-sol, et outil perforateur-mélangeur correspondant |
GB1115796A (en) * | 1965-04-06 | 1968-05-29 | Bauer Karl Heinz | Improvements in and relating to ground anchors and methods of making such anchors |
DE2334418A1 (de) * | 1973-07-06 | 1975-01-23 | Stelag Konstruktion | Bodenanker |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4424339A1 (de) * | 1994-07-11 | 1996-01-18 | Arthur Keck | Erdanker |
DE4424339C2 (de) * | 1994-07-11 | 1999-02-11 | Arthur Keck | Erdanker |
CZ304086B6 (cs) * | 2011-12-22 | 2013-10-09 | Vysoká Skola Bánská Technická - Univerzita Ostrava | Prostredek k injektování s integrovaným podáváním injektázního média a odvzdusnením |
DE102013104773A1 (de) | 2013-05-08 | 2014-11-13 | Jörg Pagels | Bodenanker |
WO2014180466A1 (de) | 2013-05-08 | 2014-11-13 | Teske Stefan | Bodenanker |
Also Published As
Publication number | Publication date |
---|---|
ATE1866T1 (de) | 1982-12-15 |
DE3061118D1 (en) | 1982-12-30 |
NL7901116A (nl) | 1980-08-15 |
EP0014512B1 (de) | 1982-11-24 |
EP0014512A3 (en) | 1980-09-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4779389A (en) | Method and apparatus for insitu reinforcement, repair and safety enhancement of wooden poles | |
US4253781A (en) | Method and an apparatus for providing a grouted anchorage against hydrostatic pressure | |
EP0014512A2 (de) | Verfahren zum Setzen eines Grundankers ins Erdreich | |
DE102006058458A1 (de) | Zweiphasen Patronen - Mischanker, Herstellung und Setzverfahren | |
US4260295A (en) | Injector | |
ES8503764A1 (es) | Procedimiento para la ejecucion de un pilote en conglomerado de cemento realizado en situ y manufactura obtenida. | |
CN108316297A (zh) | 一种管式土钉及其施工方法 | |
DE2226169C2 (de) | Vorrichtung zur Bildung eines Verpreßankers | |
US5348424A (en) | Reinforcing block for excavation work and method of construction thereof | |
CN108222022A (zh) | 一种管式土钉支护结构及其施工方法 | |
EP0539630A1 (de) | Verfahren zur Herstellung von Gründungspfählen mit vergrösserter Basis im Boden | |
CN109577327A (zh) | 一种可注浆抗拔预应力锚杆装置 | |
JP3596687B2 (ja) | 既存基礎の耐震補強工法 | |
JPH0762651A (ja) | 凍結アンカ−工法 | |
EP1075587B1 (de) | Vorrichtung für eine felswand | |
DE3926787C2 (de) | Verfahren und Vorrichtung zum Einbringen und Verankern eines Zugpfahls | |
DE8800265U1 (de) | Vorrichtung zum Einpressen von Injektionsgut | |
AT135768B (de) | Verfahren und Einrichtung zum Einpressen von Füll- oder Dichtungsmaterial in rissigen Beton, zerklüftetes Gestein od. dgl. | |
KR0166423B1 (ko) | 직천공 강관 보강형 다단 그라우팅 시공 방법 및 직천공 장치 | |
JPS6210325A (ja) | 杭先端根固め法 | |
EP0134379A1 (de) | Ankerelement für Zugstäbe im Tiefbau | |
JP2521643B2 (ja) | 基礎杭の建て込み工法 | |
EP3542000B1 (de) | Verfahren zum rückbau von offshore gründungsstrukturen | |
DE102004013017B4 (de) | Verfahren zur Herstellung von Ortbetonfundamenten mittels vorgefertigter Schalungsbauteile | |
JP2873294B2 (ja) | 掘削を伴う地盤改良工法 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LU NL SE |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LU NL SE |
|
17P | Request for examination filed |
Effective date: 19810130 |
|
ITF | It: translation for a ep patent filed |
Owner name: MANZONI & MANZONI |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LU NL SE |
|
REF | Corresponds to: |
Ref document number: 1866 Country of ref document: AT Date of ref document: 19821215 Kind code of ref document: T |
|
REF | Corresponds to: |
Ref document number: 3061118 Country of ref document: DE Date of ref document: 19821230 |
|
ET | Fr: translation filed | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19830228 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 19840301 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 19840331 Year of fee payment: 5 Ref country code: BE Payment date: 19840331 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19840424 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 19860303 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 19870223 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Effective date: 19890211 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19890212 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Effective date: 19890228 Ref country code: BE Effective date: 19890228 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19890228 Year of fee payment: 10 Ref country code: GB Payment date: 19890228 Year of fee payment: 10 Ref country code: FR Payment date: 19890228 Year of fee payment: 10 |
|
BERE | Be: lapsed |
Owner name: STOLK MARIE Effective date: 19890228 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Effective date: 19891101 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Effective date: 19900211 |
|
ITTA | It: last paid annual fee | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Effective date: 19900901 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee | ||
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Effective date: 19901031 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
EUG | Se: european patent has lapsed |
Ref document number: 80200113.1 Effective date: 19900118 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |