MX9800937A - Metodo de apilado con barrena de paleta continua. - Google Patents
Metodo de apilado con barrena de paleta continua.Info
- Publication number
- MX9800937A MX9800937A MX9800937A MX9800937A MX9800937A MX 9800937 A MX9800937 A MX 9800937A MX 9800937 A MX9800937 A MX 9800937A MX 9800937 A MX9800937 A MX 9800937A MX 9800937 A MX9800937 A MX 9800937A
- Authority
- MX
- Mexico
- Prior art keywords
- auger
- concrete
- withdrawal
- phase
- tip
- Prior art date
Links
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
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/36—Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B44/00—Automatic control systems specially adapted for drilling operations, i.e. self-operating systems which function to carry out or modify a drilling operation without intervention of a human operator, e.g. computer-controlled drilling systems; Systems specially adapted for monitoring a plurality of drilling variables or conditions
Abstract
Se describe un método de apilado con barrenas continuas y un equipo de gusano de paleta continua, en el que una barrena se aplica a la tierra para someterse a una primera fase de penetracion y a una segunda fase de retiro, y en el que la velocidad giratoria y/o la velocidad de penetracion y/o el par de torsion aplicado a las barrenas durante la primera fase de penetracion se determinan y se controlan como una funcion de las condiciones de la tierra y la geometría de las barrenas por medio de una computadora electronica de modo que se tienda a mantener las paletas de las barrenas; durante la fase de retiro, se puede suministrar concreto a la punta de las barrenas mediante medios de medicion y control de flujo, controlándose la velocidad de retiro de las barrenas como una funcion de la velocidad de flujo del concreto o viceversa, por medio de una computadora electronica para asegurar que se suministre suficiente concreto para mantener por lo menos la punta de las barrenas sumergida en concreto durante el retiro.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB9515652.7 | 1995-07-31 | ||
| GB9515652A GB2303868B (en) | 1995-07-31 | 1995-07-31 | Improved auger piling |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| MX9800937A true MX9800937A (es) | 1998-10-31 |
| MXPA98000937A MXPA98000937A (es) | 1999-01-11 |
Family
ID=
Also Published As
| Publication number | Publication date |
|---|---|
| EP0842329B2 (en) | 2004-11-17 |
| ES2145473T3 (es) | 2000-07-01 |
| WO1997005334A1 (en) | 1997-02-13 |
| GB9827373D0 (en) | 1999-02-03 |
| AU6625796A (en) | 1997-02-26 |
| DE69606647T2 (de) | 2000-08-31 |
| EP0842329A1 (en) | 1998-05-20 |
| US6116819A (en) | 2000-09-12 |
| DE69606647T3 (de) | 2005-10-13 |
| BR9609974A (pt) | 1999-07-27 |
| CA2228518C (en) | 2004-04-20 |
| GB2328700A (en) | 1999-03-03 |
| GB2328700B (en) | 1999-04-14 |
| DE69606647D1 (de) | 2000-03-16 |
| GB2303868B (en) | 1999-04-14 |
| CN1192793A (zh) | 1998-09-09 |
| JPH11509900A (ja) | 1999-08-31 |
| AU714365B2 (en) | 1999-12-23 |
| GB2303868A (en) | 1997-03-05 |
| ATE189725T1 (de) | 2000-02-15 |
| GB9515652D0 (en) | 1995-09-27 |
| CA2228518A1 (en) | 1997-02-13 |
| EP0842329B1 (en) | 2000-02-09 |
| ES2145473T5 (es) | 2005-04-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| GB2303868B (en) | Improved auger piling | |
| DK0738310T3 (da) | Tilpropningsvæske til tilpropning af en zone i en underjordisk formation | |
| CA2115682A1 (en) | Spiral Flights for Improved Soil Mixing and Efficient Boring for Use on Multi-Shaft Auger Soil Mixing Apparatus | |
| ES295748U (es) | Un dispositivo de enterramiento con una | |
| JPS56153013A (en) | Stirring blade device for composite head in subsoil improvement | |
| JP3463703B2 (ja) | トンネル掘削機のカッタトルクの制御装置及び制御方法 | |
| JPS5646020A (en) | Automatically-controlling method for milk injection ratio in injecting method for cement milk and the like | |
| JPS59213897A (ja) | シ−ルド掘削装置 | |
| JPS5542949A (en) | Construction process for underground column row wall | |
| JPS55108520A (en) | Method for soil pile formation | |
| JPS55155823A (en) | Burying method for pile | |
| JPS5670325A (en) | Burying of prefabricated pile | |
| JPS55161117A (en) | Constructing method for underground continuous wall by precast concrete member | |
| JPH0711868A (ja) | シールド掘削土の流動化方法 | |
| OHRAI et al. | Frost heaving in artificial ground freezing | |
| ES2065795A2 (es) | Instalacion para consolidar columnas de terreno mediante la introduccion forzada de elementos inertes. | |
| SU881203A1 (ru) | Способ создани противофильтрационного экрана в грунте | |
| SU1666674A1 (ru) | Способ погружени обсадной трубы | |
| SU1051281A1 (ru) | Способ отвалообразовани | |
| JPS56119039A (en) | Bucket control method for power shovel | |
| JPS56142915A (en) | Injection of grouting agent into two-layered ground | |
| JPS56125530A (en) | Driving of pile | |
| JPS6471917A (en) | Soil cement composite pile and its construction | |
| McCrea | Sandplain hardpan: a different dam construction material | |
| AL-RAWAS et al. | Technical Note SANJEEV KUMAR/Reducing liquefaction potential using dynamic com |