JPS57193626A - Excavation work for underground - Google Patents
Excavation work for undergroundInfo
- Publication number
- JPS57193626A JPS57193626A JP7829881A JP7829881A JPS57193626A JP S57193626 A JPS57193626 A JP S57193626A JP 7829881 A JP7829881 A JP 7829881A JP 7829881 A JP7829881 A JP 7829881A JP S57193626 A JPS57193626 A JP S57193626A
- Authority
- JP
- Japan
- Prior art keywords
- excavated
- excavator
- cut
- wale
- bracket
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
PURPOSE:To omit an exclusive base for an excavator by a method in which cut beam are set in the primarily excavated face, and the cut beams are partly embedded with soil to form a pathway for the excavator in an open cutting work performed while supporting a sheathing wall provided on the peripheral portion of an excavated ground by the cut beams and a wale. CONSTITUTION:Around a ground section to be excavated, a sheathing wall 1 of sheet pile, etc., is provided, and the inside of the wall 1 is primarily excavated to a given depth to form a primary flat excavated face. Then, a trench 2 for setting cut beams, a trench 3 for setting a wale, and a hole 4 for setting a bracket are formed in the primary excavated face S. Then, the bracket 6 is fixed to the sheathing wall 1, a wale 7 is put on the bracket 6, and a cut beam 8 is provided between the wales 7. Afterwards, part of the cut beam 8 is embedded with soil, an iron plate 9 is laid, an excavator 11 is directed on the iron plate 9, and secondary excavation is made from the primary excavated face S to a given depth H while moving the excavator 1. Then, final excavation is made from the upper part of a sloped path So for the excavator 11.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7829881A JPS5919204B2 (en) | 1981-05-23 | 1981-05-23 | Underground excavation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7829881A JPS5919204B2 (en) | 1981-05-23 | 1981-05-23 | Underground excavation method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57193626A true JPS57193626A (en) | 1982-11-29 |
JPS5919204B2 JPS5919204B2 (en) | 1984-05-04 |
Family
ID=13658016
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7829881A Expired JPS5919204B2 (en) | 1981-05-23 | 1981-05-23 | Underground excavation method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5919204B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4900197A (en) * | 1987-08-07 | 1990-02-13 | Soletanche | Process for holding up the lateral walls of deep ditches |
JPH02225718A (en) * | 1989-02-27 | 1990-09-07 | Fudo Constr Co Ltd | Antecedent shoring method |
CN102322063A (en) * | 2011-06-28 | 2012-01-18 | 天津住宅集团建设工程总承包有限公司 | Method for secondary excavation and supporting construction of deep foundation pit |
CN106759367A (en) * | 2017-02-24 | 2017-05-31 | 中铁大桥勘测设计院集团有限公司 | The temporary road laying method of open-cut foundation ditch |
CN109972624A (en) * | 2019-03-25 | 2019-07-05 | 河北冀科工程项目管理有限公司 | Subway station campshed and inner support huge ultradeep foundation pit earthwork Rapid Excavation construction method |
-
1981
- 1981-05-23 JP JP7829881A patent/JPS5919204B2/en not_active Expired
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4900197A (en) * | 1987-08-07 | 1990-02-13 | Soletanche | Process for holding up the lateral walls of deep ditches |
JPH02225718A (en) * | 1989-02-27 | 1990-09-07 | Fudo Constr Co Ltd | Antecedent shoring method |
CN102322063A (en) * | 2011-06-28 | 2012-01-18 | 天津住宅集团建设工程总承包有限公司 | Method for secondary excavation and supporting construction of deep foundation pit |
CN106759367A (en) * | 2017-02-24 | 2017-05-31 | 中铁大桥勘测设计院集团有限公司 | The temporary road laying method of open-cut foundation ditch |
CN109972624A (en) * | 2019-03-25 | 2019-07-05 | 河北冀科工程项目管理有限公司 | Subway station campshed and inner support huge ultradeep foundation pit earthwork Rapid Excavation construction method |
Also Published As
Publication number | Publication date |
---|---|
JPS5919204B2 (en) | 1984-05-04 |
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