JPS57209316A - Grout injection work and pipe therefor - Google Patents
Grout injection work and pipe thereforInfo
- Publication number
- JPS57209316A JPS57209316A JP9415181A JP9415181A JPS57209316A JP S57209316 A JPS57209316 A JP S57209316A JP 9415181 A JP9415181 A JP 9415181A JP 9415181 A JP9415181 A JP 9415181A JP S57209316 A JPS57209316 A JP S57209316A
- Authority
- JP
- Japan
- Prior art keywords
- outlet port
- quick
- water glass
- grout
- setting
- 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.)
- Pending
Links
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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
PURPOSE:To obtain uniformly solidified ground by a method in which a quick- setting grout is injected from an outlet port positioned at the upper part of a double pipe and a slow-setting grout is injected from an outlet port positioned at the lower part of the double pipe. CONSTITUTION:A quick reaction agent liquid is sent through an inner tube path 1a, and also a water glass aqueous solution is sent through an outer tube path 2a, whereupon both liquids are mixed together in a mixing chamber 9 to form a quick-setting water glass grout. Then, the quick-setting water glass grout is jetted through an upper outlet port 3 into the ground. After a given amount of the quick-setting water glass grout is injected, the supply of the quick reaction agent liquid is stopped, and a permeating reaction agent liquid is sent through the outer tube path 2a and joined with the water glass aqueous solution, whereupon a valve 5 is displaced upwards because no liquid is sent from the inner tube path 2a, the upper outlet port 3 is closed, the lower outlet port 4 is opened, and the permeable (slow-setting) water glass grout is discharged from the lower outlet port 4.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9415181A JPS57209316A (en) | 1981-06-18 | 1981-06-18 | Grout injection work and pipe therefor |
KR1019810003589A KR860001294B1 (en) | 1981-06-18 | 1981-09-25 | Grouting method and grouting pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9415181A JPS57209316A (en) | 1981-06-18 | 1981-06-18 | Grout injection work and pipe therefor |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57209316A true JPS57209316A (en) | 1982-12-22 |
Family
ID=14102375
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9415181A Pending JPS57209316A (en) | 1981-06-18 | 1981-06-18 | Grout injection work and pipe therefor |
Country Status (2)
Country | Link |
---|---|
JP (1) | JPS57209316A (en) |
KR (1) | KR860001294B1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5825331U (en) * | 1981-08-07 | 1983-02-17 | 三信建設工業株式会社 | Chemical injection tube structure |
CN104975594A (en) * | 2015-06-17 | 2015-10-14 | 中国矿业大学 | Grouting pipe for miscellaneous fill stratum and construction method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5248217A (en) * | 1975-10-14 | 1977-04-16 | Nippon Soil Eng | Method of and apparatus for improving subsoil with pressed impregnation |
JPS55111522A (en) * | 1979-02-19 | 1980-08-28 | Kyokado Eng Co Ltd | Method of grouting to ground and its apparatus |
-
1981
- 1981-06-18 JP JP9415181A patent/JPS57209316A/en active Pending
- 1981-09-25 KR KR1019810003589A patent/KR860001294B1/en active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5248217A (en) * | 1975-10-14 | 1977-04-16 | Nippon Soil Eng | Method of and apparatus for improving subsoil with pressed impregnation |
JPS55111522A (en) * | 1979-02-19 | 1980-08-28 | Kyokado Eng Co Ltd | Method of grouting to ground and its apparatus |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5825331U (en) * | 1981-08-07 | 1983-02-17 | 三信建設工業株式会社 | Chemical injection tube structure |
CN104975594A (en) * | 2015-06-17 | 2015-10-14 | 中国矿业大学 | Grouting pipe for miscellaneous fill stratum and construction method |
Also Published As
Publication number | Publication date |
---|---|
KR860001294B1 (en) | 1986-09-10 |
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