ES2068089A2 - Device for producing a diaphragm of constant thickness by injection of cement-based mixtures into semi circular columns of earth - Google Patents
Device for producing a diaphragm of constant thickness by injection of cement-based mixtures into semi circular columns of earthInfo
- Publication number
- ES2068089A2 ES2068089A2 ES09201168A ES9201168A ES2068089A2 ES 2068089 A2 ES2068089 A2 ES 2068089A2 ES 09201168 A ES09201168 A ES 09201168A ES 9201168 A ES9201168 A ES 9201168A ES 2068089 A2 ES2068089 A2 ES 2068089A2
- Authority
- ES
- Spain
- Prior art keywords
- earth
- cement
- injection
- constant thickness
- producing
- 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
- 239000004568 cement Substances 0.000 title abstract 3
- 238000002347 injection Methods 0.000 title abstract 2
- 239000007924 injection Substances 0.000 title abstract 2
- 239000000203 mixture Substances 0.000 title abstract 2
- 239000004570 mortar (masonry) Substances 0.000 abstract 1
- 230000003287 optical effect Effects 0.000 abstract 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- 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
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/24—Placing by using fluid jets
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)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Reciprocating Pumps (AREA)
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Prostheses (AREA)
- Actuator (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Electrochromic Elements, Electrophoresis, Or Variable Reflection Or Absorption Elements (AREA)
- Diaphragms For Electromechanical Transducers (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Infusion, Injection, And Reservoir Apparatuses (AREA)
Abstract
The device for producing diaphragms of constant thickness by means of a machine with reciprocating movement in order to obtain columns of earth on a semicircular base, the earth being consolidated by the injection of cement-based mixtures, is characterised by the fact that with the aid of two optical cells (20 21) placed at a variable angle and connected to an electric system which controls oleodynamic solenoid valves (30 31), a reciprocating movement is obtained forming a semicircle of earth turned over to the desired depth and which is to be consolidated by cement-based mortars.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITRM910860A IT1250137B (en) | 1991-11-13 | 1991-11-13 | SYSTEM FOR MAKING CONSTANT THICKNESS DIAPHRAGMS WITH ALTERNATIVE MOVING MACHINE TO OBTAIN SEMICIRCULAR GROUND COLUMNS OF CONSOLIDATED SOIL BY INJECTION OF CEMENT MIXTURES. |
Publications (3)
Publication Number | Publication Date |
---|---|
ES2068089A2 true ES2068089A2 (en) | 1995-04-01 |
ES2068089R ES2068089R (en) | 1996-10-16 |
ES2068089B1 ES2068089B1 (en) | 1997-05-16 |
Family
ID=11400453
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES09201168A Expired - Lifetime ES2068089B1 (en) | 1991-11-13 | 1992-06-05 | SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR. |
ES09301596A Expired - Lifetime ES2113226B1 (en) | 1991-11-13 | 1993-07-16 | SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR. |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES09301596A Expired - Lifetime ES2113226B1 (en) | 1991-11-13 | 1993-07-16 | SYSTEM FOR PERFORMING DIAPHRAGMS OF CONSTANT THICKNESS IN LANDS TO BE CONSOLIDATED AND SIMILAR. |
Country Status (3)
Country | Link |
---|---|
ES (2) | ES2068089B1 (en) |
FR (1) | FR2683561B1 (en) |
IT (1) | IT1250137B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113718760A (en) * | 2020-09-16 | 2021-11-30 | 北京沃森防水保温工程有限公司 | Drilling machine for horizontal jet grouting supporting row pile and water-stopping supporting row pile construction method |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2694744B1 (en) * | 2011-04-04 | 2017-11-15 | Mcmillan, Jaron Lyell, Jaron Lyell | Machine and method for forming an in ground granular column |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH613736A5 (en) * | 1977-02-15 | 1979-10-15 | Ccp Italia Spa | Method for consolidating land by the creation of strong masses in the shape of columns or bulkheads and equipment for implementation thereof |
GB2172313A (en) * | 1985-03-12 | 1986-09-17 | Nit Co Ltd | Foundation improvement process and apparatus therefor |
JPS6233922A (en) * | 1985-08-06 | 1987-02-13 | Chem Kurauto Kk | Ground inprovement work |
EP0335709A2 (en) * | 1988-03-31 | 1989-10-04 | Kabushiki Kaisha Little Rock | Shaft construction method |
JPH0227015A (en) * | 1988-07-15 | 1990-01-29 | Nitto Techno Group:Kk | Jet grouting method |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2062072B (en) * | 1979-10-31 | 1984-01-04 | Sanwa Kizai Co Ltd | Ugered-in-place piles method of and apparatus for the construction of mixed or a |
JPS5942140B2 (en) * | 1980-04-04 | 1984-10-12 | 鹿島建設株式会社 | Hydraulic power monitor for concrete columnar solid body construction |
DE4111604A1 (en) * | 1991-04-10 | 1992-10-15 | Keller Grundbau Gmbh | METHOD FOR PRODUCING CONCRETE AND CEMENT BODIES IN THE FLOOR |
-
1991
- 1991-11-13 IT ITRM910860A patent/IT1250137B/en active IP Right Grant
-
1992
- 1992-06-03 FR FR9206730A patent/FR2683561B1/en not_active Expired - Fee Related
- 1992-06-05 ES ES09201168A patent/ES2068089B1/en not_active Expired - Lifetime
-
1993
- 1993-07-16 ES ES09301596A patent/ES2113226B1/en not_active Expired - Lifetime
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH613736A5 (en) * | 1977-02-15 | 1979-10-15 | Ccp Italia Spa | Method for consolidating land by the creation of strong masses in the shape of columns or bulkheads and equipment for implementation thereof |
GB2172313A (en) * | 1985-03-12 | 1986-09-17 | Nit Co Ltd | Foundation improvement process and apparatus therefor |
JPS6233922A (en) * | 1985-08-06 | 1987-02-13 | Chem Kurauto Kk | Ground inprovement work |
EP0335709A2 (en) * | 1988-03-31 | 1989-10-04 | Kabushiki Kaisha Little Rock | Shaft construction method |
JPH0227015A (en) * | 1988-07-15 | 1990-01-29 | Nitto Techno Group:Kk | Jet grouting method |
Non-Patent Citations (2)
Title |
---|
PATENT ABSTRACT OF JAPAN, Vol. 11, n 218 (M-607) (2665) & JP 62033922 A (CHEM KURANTO) (15.07.87) * |
PATENT ABSTRACT OF JAPAN, Vol. 14, N 174 (M-959) (4417) & JP 02027015 A (NITTO) (05.04.90) * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113718760A (en) * | 2020-09-16 | 2021-11-30 | 北京沃森防水保温工程有限公司 | Drilling machine for horizontal jet grouting supporting row pile and water-stopping supporting row pile construction method |
Also Published As
Publication number | Publication date |
---|---|
ITRM910860A0 (en) | 1991-11-13 |
ITRM910860A1 (en) | 1993-05-13 |
ES2113226R (en) | 1998-06-16 |
ES2068089B1 (en) | 1997-05-16 |
FR2683561A1 (en) | 1993-05-14 |
ES2068089R (en) | 1996-10-16 |
ES2113226B1 (en) | 1999-02-16 |
ES2113226A2 (en) | 1998-04-16 |
FR2683561B1 (en) | 1995-12-15 |
IT1250137B (en) | 1995-03-30 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EC2A | Search report published |
Date of ref document: 19950401 Kind code of ref document: R Effective date: 19950401 |
|
EC2A | Search report published |
Date of ref document: 19950401 Kind code of ref document: R Effective date: 19950401 |
|
FA2A | Application withdrawn |
Effective date: 19980521 |