AR001630A1 - An improved structure to mold a pile of sand for vertical drainage and to reinforce weak soils, a drain formed by said structure, a device to incorporate a reinforcement, a wrapper for said structure and an apparatus for driving it to the ground. - Google Patents
An improved structure to mold a pile of sand for vertical drainage and to reinforce weak soils, a drain formed by said structure, a device to incorporate a reinforcement, a wrapper for said structure and an apparatus for driving it to the ground.Info
- Publication number
- AR001630A1 AR001630A1 AR33617796A AR33617796A AR001630A1 AR 001630 A1 AR001630 A1 AR 001630A1 AR 33617796 A AR33617796 A AR 33617796A AR 33617796 A AR33617796 A AR 33617796A AR 001630 A1 AR001630 A1 AR 001630A1
- Authority
- AR
- Argentina
- Prior art keywords
- drainage
- reinforcement
- wrapper
- pile
- incorporate
- Prior art date
Links
- 239000002689 soil Substances 0.000 title abstract 4
- 230000002787 reinforcement Effects 0.000 title abstract 2
- 239000004576 sand Substances 0.000 title 1
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
- Non-Metallic Protective Coatings For Printed Circuits (AREA)
Abstract
Se divulga una estructura de drenaje y un aparato de colocación de la misma para el refuerzo de un suelo débil, y los aparatos que se utilizan en laformación del drenaje. La invención proporciona una envoltura de drenaje que tiene una parte de redy una parte de refuerzo, como así también unaenvoltura de drenaje rectangular. Asimismo, la invención proporciona la divulgación de una estructura de drenaje y un aparato de colocación en el cualun radio de drenaje efectivo es uniforme. Delmismo modo, la invención proporciona una tubería guía poligonal para enterrar la envolturasin producir retorcimiento alguno de la envoltura, y un aparato de accionamiento para instalar perpendicularmente el drenaje a una granprofundidad del suelo débil sin ocasionar ninguna distorsión de la envoltura guía. De esta manera, el aparato de colocación del drenaje y los aparatospara formar el drenaje, maximizan el efecto de drenaje y aceleran el rápido hundimiento del suelo.A drainage structure and a laying apparatus thereof are disclosed for the reinforcement of a weak soil, and the apparatuses that are used in the formation of the drainage. The invention provides a drain jacket having a net part and a reinforcing part, as well as a rectangular drain jacket. Also, the invention provides the disclosure of a drainage structure and a positioning apparatus in which an effective drainage radius is uniform. In the same way, the invention provides a polygonal guide pipe for burying the casing without causing any twisting of the casing, and a drive apparatus for perpendicularly installing the drain to a great depth of weak soil without causing any distortion of the guide casing. In this way, the drainage laying apparatus and the drainage forming apparatuses maximize the drainage effect and accelerate the rapid subsidence of the soil.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR19950008913 | 1995-04-15 | ||
| KR1019950011560A KR100209483B1 (en) | 1995-05-11 | 1995-05-11 | How to check the construction depth of continuous pouring drain |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AR001630A1 true AR001630A1 (en) | 1997-11-26 |
Family
ID=37027970
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AR33617796A AR001630A1 (en) | 1995-04-15 | 1996-04-15 | An improved structure to mold a pile of sand for vertical drainage and to reinforce weak soils, a drain formed by said structure, a device to incorporate a reinforcement, a wrapper for said structure and an apparatus for driving it to the ground. |
Country Status (19)
| Country | Link |
|---|---|
| EP (1) | EP0822295A4 (en) |
| AP (1) | AP9701120A0 (en) |
| AR (1) | AR001630A1 (en) |
| AU (1) | AU5290196A (en) |
| BG (1) | BG101965A (en) |
| BR (1) | BR9608189A (en) |
| CA (1) | CA2218239A1 (en) |
| EA (1) | EA199700319A1 (en) |
| IL (1) | IL117890A0 (en) |
| NO (1) | NO974751L (en) |
| OA (1) | OA10524A (en) |
| PE (1) | PE29297A1 (en) |
| PL (1) | PL323155A1 (en) |
| SV (1) | SV1996000024A (en) |
| TN (1) | TNSN96060A1 (en) |
| TR (1) | TR199701175T1 (en) |
| TW (1) | TW303408B (en) |
| UY (1) | UY24205A1 (en) |
| WO (1) | WO1996033313A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB9713235D0 (en) * | 1997-06-23 | 1997-08-27 | Netlon Ltd | Electrically-conducting element |
| ES2562841B2 (en) * | 2015-09-01 | 2016-07-12 | Universidad De Cantabria | Soft terrain improvement device and method |
Family Cites Families (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4532743Y1 (en) * | 1966-04-13 | 1970-12-14 | ||
| GB1224646A (en) * | 1968-06-05 | 1971-03-10 | Cementation Co Ltd | Consolidation of soil and other water-permeable masses of similar grain size |
| JPS564683B2 (en) * | 1972-10-05 | 1981-01-31 | ||
| JPS4983813U (en) * | 1972-11-09 | 1974-07-19 | ||
| US3928979A (en) * | 1973-05-22 | 1975-12-30 | Chiyoda Chem Eng Construct Co | Flexible sand drain formed in a casing |
| JPS5120304U (en) * | 1974-08-01 | 1976-02-14 | ||
| JPS5128309A (en) * | 1974-09-02 | 1976-03-10 | San Ando Shii Konsarutanto Kk | SANDODOREENKOHONOKEESHINGUDONYUKOKUTSUSAKUSOCHI |
| NL7501525A (en) * | 1975-02-08 | 1976-08-10 | Akzo Nv | PROCESS OF MANUFACTURING A SUPPORT BODY FOR A ROAD, AS WELL AS A SUPPORT BODY THEREFORE MANUFACTURED. |
| JPS51149904U (en) * | 1975-05-27 | 1976-11-30 | ||
| JPS5428406A (en) * | 1977-08-05 | 1979-03-03 | Saeki Kensetsu Kogyo Kk | Method of placing drain material in weak ground |
| JPS54153105U (en) * | 1978-04-17 | 1979-10-24 | ||
| EP0085742B1 (en) * | 1982-02-05 | 1985-11-27 | Teijin Limited | Method for improving soft ground by sand drain method and cylindrical bag for use in same |
| JPS6126730U (en) * | 1984-07-23 | 1986-02-18 | 不動建設株式会社 | Casing for making covered drain piles |
| JPS6149017A (en) * | 1984-08-13 | 1986-03-10 | Toa Harbor Works Co Ltd | Sand drain work |
| JPS61135938U (en) * | 1985-02-08 | 1986-08-23 | ||
| JPS61186612A (en) * | 1985-02-14 | 1986-08-20 | Tatsuo Morimoto | Method and device of driving drain board |
| JPS6327549U (en) * | 1986-08-04 | 1988-02-23 | ||
| US5037240A (en) * | 1990-07-19 | 1991-08-06 | Ocean Toad Enterprises Inc. | In-situ soil treatment process |
| GB2250762A (en) * | 1990-12-11 | 1992-06-17 | Graham Allan Feakins | Soil treatment |
| GB2253125B (en) * | 1991-02-11 | 1995-01-04 | Hepworth Building Prod | Underground drainage |
| US5213449C1 (en) * | 1991-07-08 | 2001-07-03 | T Richard Morris | Apparatus for inserting wick drains into the earth |
-
1996
- 1996-04-12 TW TW085104395A patent/TW303408B/zh active
- 1996-04-12 IL IL11789096A patent/IL117890A0/en unknown
- 1996-04-15 WO PCT/KR1996/000054 patent/WO1996033313A1/en not_active Ceased
- 1996-04-15 PE PE1996000261A patent/PE29297A1/en not_active Application Discontinuation
- 1996-04-15 PL PL96323155A patent/PL323155A1/en unknown
- 1996-04-15 EA EA199700319A patent/EA199700319A1/en unknown
- 1996-04-15 TR TR97/01175T patent/TR199701175T1/en unknown
- 1996-04-15 TN TNTNSN96060A patent/TNSN96060A1/en unknown
- 1996-04-15 BR BR9608189A patent/BR9608189A/en not_active Application Discontinuation
- 1996-04-15 AR AR33617796A patent/AR001630A1/en unknown
- 1996-04-15 EP EP96909391A patent/EP0822295A4/en not_active Withdrawn
- 1996-04-15 UY UY24205A patent/UY24205A1/en not_active Application Discontinuation
- 1996-04-15 AP APAP/P/1997/001120A patent/AP9701120A0/en unknown
- 1996-04-15 SV SV1996000024A patent/SV1996000024A/en not_active Application Discontinuation
- 1996-04-15 CA CA002218239A patent/CA2218239A1/en not_active Abandoned
- 1996-04-15 AU AU52901/96A patent/AU5290196A/en not_active Abandoned
-
1997
- 1997-10-14 OA OA70106A patent/OA10524A/en unknown
- 1997-10-14 NO NO974751A patent/NO974751L/en unknown
- 1997-10-15 BG BG101965A patent/BG101965A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| IL117890A0 (en) | 1997-04-15 |
| EP0822295A1 (en) | 1998-02-04 |
| OA10524A (en) | 2002-04-29 |
| TW303408B (en) | 1997-04-21 |
| EP0822295A4 (en) | 1998-07-15 |
| SV1996000024A (en) | 1997-10-15 |
| NO974751D0 (en) | 1997-10-14 |
| MX9707903A (en) | 1997-11-29 |
| UY24205A1 (en) | 1996-05-14 |
| NO974751L (en) | 1997-12-12 |
| AU5290196A (en) | 1996-11-07 |
| TNSN96060A1 (en) | 1998-12-31 |
| WO1996033313A1 (en) | 1996-10-24 |
| AP9701120A0 (en) | 1997-10-31 |
| PL323155A1 (en) | 1998-03-16 |
| BR9608189A (en) | 1999-05-04 |
| EA199700319A1 (en) | 1998-04-30 |
| PE29297A1 (en) | 1997-09-12 |
| BG101965A (en) | 1998-05-29 |
| CA2218239A1 (en) | 1996-10-24 |
| TR199701175T1 (en) | 1998-05-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2849099A1 (en) | Foundation apparatus and method | |
| KR100902308B1 (en) | Retaining wall structure with drainage system and construction method | |
| AR001630A1 (en) | An improved structure to mold a pile of sand for vertical drainage and to reinforce weak soils, a drain formed by said structure, a device to incorporate a reinforcement, a wrapper for said structure and an apparatus for driving it to the ground. | |
| DK1134319T3 (en) | Method and apparatus for making an in situ concrete pile | |
| KR100322844B1 (en) | tubular roof tunnel construction method | |
| KR20050066024A (en) | Construction method of temporary apparatus of thnnel for direct digging | |
| KR20080002652U (en) | Steel pipe cycle invitation | |
| KR20190012368A (en) | Smallcaliber composite pile wall using small drilling rig at adjacent building proximity section and construction method of the same | |
| SU1735498A1 (en) | Method of erecting arched foundation | |
| JP2001226999A (en) | Vibration isolation wall and method of constructing the same | |
| ATE241048T1 (en) | IMPROVED FORMATION OF A COVER SUPPORT FOR PILE FOUNDATIONS | |
| KR100538398B1 (en) | The method of construction (KY-5 Pipejacking and propulsion method) and apparatus for propulsion based on soft and weak layer soil | |
| KR20150109121A (en) | Concrete pile utilizing wasted tire and the slope stabilizing structure thereof | |
| KR100652508B1 (en) | Ground reinforcement device for entering the equipment into soft ground and ground reinforcement method using the same | |
| JP2587309B2 (en) | Protective structure of concrete underground structure and its construction method | |
| JP3831898B2 (en) | Survey holes for underground structures and methods for creating survey holes | |
| GB2213228A (en) | Laying duct, pipe or cable | |
| KR102771443B1 (en) | A method of open cut excavation tunnel using a messer plate | |
| JP3710106B2 (en) | How to build a shield start base | |
| KR20060081270A (en) | Environmentally friendly sloped block structure for landscaping | |
| SE7901451L (en) | KIT AND DEVICE FOR BUILDING UNDER THE MARKET OF VERTICAL WALLS, WITH THE BEGINNING FROM AN UNDERGROUND AREA | |
| JP2006125151A (en) | Vibration-proofing structure and vibration prevention method in ground | |
| JP2013150445A (en) | Conduit section of wire common duct and installation structure | |
| EP1273713A3 (en) | Method for constructing material columns to improve soil consolidation | |
| JP2006183779A (en) | Baseless construction method for buried pipe |