ES2109334T3 - Procedimiento de construccion para mejorar o reforzar el terreno. - Google Patents
Procedimiento de construccion para mejorar o reforzar el terreno.Info
- Publication number
- ES2109334T3 ES2109334T3 ES92900892T ES92900892T ES2109334T3 ES 2109334 T3 ES2109334 T3 ES 2109334T3 ES 92900892 T ES92900892 T ES 92900892T ES 92900892 T ES92900892 T ES 92900892T ES 2109334 T3 ES2109334 T3 ES 2109334T3
- Authority
- ES
- Spain
- Prior art keywords
- land
- strengthen
- improve
- ground
- injector tube
- 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.)
- Expired - Lifetime
Links
- 238000000034 method Methods 0.000 title abstract 2
- 238000010276 construction Methods 0.000 title 1
- 239000000463 material Substances 0.000 abstract 3
- 238000002347 injection Methods 0.000 abstract 2
- 239000007924 injection Substances 0.000 abstract 2
- 239000012530 fluid Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
- E01B2/006—Deep foundation of tracks
-
- 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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- 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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
- E02D3/126—Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades
-
- 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
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
- E02D5/44—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Architecture (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
UN METODO DE PRESION DE UN MATERIAL AUTOENDURECEDOR DE CONSISTENCIA DURA DENTRO DEL TERRENO POR MEDIO DE UN TUBO INYECTOR EN EL TERRENO PARA MEJORAR O REFORZAR UN TERRENO BLANDO. AL MISMO TIEMPO O POSTERIORMENTE AL ABLANDAMIENTO DEL TERRENO QUE SE TRATARA INYECTANDO AGUA A PRESION ALTA DE UNA BOQUILLA DE INYECCION DE FLUIDO A ALTA PRESION DISPUESTO EN EL EXTREMO DELANTERO DEL TUBO INYECTOR INSERTADO EN EL TERRENO ABLANDADO, SE PRESIONA EL MATERIAL AUTOENDURECEDOR DE CONSISTENCIA DURA EN DICHO TERRENO ABLANDADO PARA DAR UNA ZONA DE TERRENO MEJORADA. SE PUEDE UTILIZAR UN TUBO INYECTOR CON UNA PARTE DE INYECCION QUE SOBRESALE AL EXTERIOR DEL TUBO.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3129473A JPH07111052B2 (ja) | 1990-06-01 | 1991-05-31 | 地盤の改良または強化工法 |
| JP23432291A JP2879385B2 (ja) | 1991-09-13 | 1991-09-13 | 地盤の改良または強化工法 |
| JP23432391A JP2879386B2 (ja) | 1991-09-13 | 1991-09-13 | 地盤の改良または強化工法 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ES2109334T3 true ES2109334T3 (es) | 1998-01-16 |
Family
ID=27315943
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES92900892T Expired - Lifetime ES2109334T3 (es) | 1991-05-31 | 1991-12-03 | Procedimiento de construccion para mejorar o reforzar el terreno. |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP0541812B1 (es) |
| CA (1) | CA2087963A1 (es) |
| DE (1) | DE69127366T2 (es) |
| ES (1) | ES2109334T3 (es) |
| WO (1) | WO1992021825A1 (es) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE1009256A3 (nl) * | 1994-03-25 | 1997-01-07 | Hydro Soil Servicessa | Werkwijze en inrichting voor het behandelen van hoofdzakelijk uit slib en/of aanverwante materialen bestaande grondlagen. |
| DE19721361C2 (de) * | 1997-05-22 | 2001-01-04 | Zueblin Ag | Verfahren zur Herstellung von Pfählen und solchermaßen hergestellte Pfähle |
| US20150086277A1 (en) * | 2013-09-25 | 2015-03-26 | William E HODGE | Method and apparatus for volume reduction of fine particulate |
| EP3333322B1 (en) * | 2015-08-06 | 2020-09-30 | Nitto Technology Group Inc. | Jet grouting construction method, ground improvement element, and formation structure |
| CN110566271A (zh) * | 2019-08-02 | 2019-12-13 | 上海远通路桥工程有限公司 | 一种用于市政道路下伏富水采空区的加固施工方法 |
| CN111395059B (zh) * | 2020-03-23 | 2021-05-28 | 中铁二院工程集团有限责任公司 | 一种跨越坎儿井轻型路基结构的设计及施工方法 |
| CN114182714B (zh) * | 2021-12-27 | 2022-08-09 | 广东华固工程有限公司 | 一种深厚淤泥地基加固方法 |
| CN114775576B (zh) * | 2022-05-05 | 2024-02-23 | 交通运输部公路科学研究所 | 一种青藏高原冻土活动层低扰动旋喷固化方法及装置 |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5323009B2 (es) * | 1974-02-15 | 1978-07-12 | ||
| JPS54415A (en) * | 1977-06-02 | 1979-01-05 | Sanshin Kensetsu Kogyo Kk | Structure of body of reinforcing ground and its execution method |
| JPH0665806B2 (ja) * | 1983-07-14 | 1994-08-24 | 日本綜合防水株式会社 | 瞬結性薬液を用いる地盤改良工法 |
| EP0346941B1 (de) * | 1984-03-23 | 1994-10-26 | Stump Bohr GmbH | Verfahren zum Herstellen von Bauelementen im Baugrund, wie Pfählen, Ankern oder dergleichen, sowie Vorrichtung zur Ausführung dieses Verfahrens |
| JPS61207712A (ja) * | 1985-03-12 | 1986-09-16 | N I T:Kk | 地盤改良工法及びその装置 |
| JPH01102122A (ja) * | 1987-10-15 | 1989-04-19 | Osaka Bosui Constr Co Ltd | 地盤改良工法 |
| JPH01121397A (ja) * | 1987-11-05 | 1989-05-15 | Nikka Kk | 乾式グラウチング剤及びその製造方法 |
-
1991
- 1991-12-03 DE DE69127366T patent/DE69127366T2/de not_active Expired - Fee Related
- 1991-12-03 CA CA 2087963 patent/CA2087963A1/en not_active Abandoned
- 1991-12-03 ES ES92900892T patent/ES2109334T3/es not_active Expired - Lifetime
- 1991-12-03 WO PCT/JP1991/001688 patent/WO1992021825A1/ja not_active Ceased
- 1991-12-03 EP EP92900892A patent/EP0541812B1/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| CA2087963A1 (en) | 1992-12-01 |
| EP0541812B1 (en) | 1997-08-20 |
| DE69127366T2 (de) | 1999-02-04 |
| EP0541812A1 (en) | 1993-05-19 |
| WO1992021825A1 (en) | 1992-12-10 |
| EP0541812A4 (en) | 1993-10-27 |
| DE69127366D1 (de) | 1997-09-25 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FG2A | Definitive protection |
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