JPS59233019A - Method and part for forming earth anchor and automatic penetrator therefor - Google Patents
Method and part for forming earth anchor and automatic penetrator thereforInfo
- Publication number
- JPS59233019A JPS59233019A JP9529483A JP9529483A JPS59233019A JP S59233019 A JPS59233019 A JP S59233019A JP 9529483 A JP9529483 A JP 9529483A JP 9529483 A JP9529483 A JP 9529483A JP S59233019 A JPS59233019 A JP S59233019A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- iron bars
- earth anchor
- parts
- penetrated
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 12
- 229910052742 iron Inorganic materials 0.000 abstract 6
- 239000003795 chemical substances by application Substances 0.000 abstract 3
- 238000002347 injection Methods 0.000 abstract 2
- 239000007924 injection Substances 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 230000003014 reinforcing Effects 0.000 abstract 1
- 239000010959 steel Substances 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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/808—Ground anchors anchored by using exclusively a bonding material
Abstract
PURPOSE:To form earth anchors having a high reliability by a method in which parts with iron bars for forming earth anchor are penetrated into a hole, and while drawing out the parts to the outside of the hole, a hardening agent is press-packed into the hole. CONSTITUTION:Parts A for forming an earth anchor are attached to the main leg of a steel tower through an automatic penetrator, and the parts A are penetrated until the iron bars in a casing pipe 1 reach the position of a reinforcing floor plate for fixing earth anchor. While drawing out the pipe 1 in order, a hardening agent F is injected into an injection tube 7, whereupon the iron bars 4 are penetrated into the central part of a hole D1 and the hardening agent F is packed into the hole D1 through the injection tube 7 and the through hole 22 of the iron bars 4. An anchor plate is then fixed to the upper end of the iron bars 4, the upper end of the iron bars 4 is buried into the floor plate 2, and the floor plate 2 is integrated with the existing foundation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9529483A JPS59233019A (en) | 1983-05-30 | 1983-05-30 | Method and part for forming earth anchor and automatic penetrator therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9529483A JPS59233019A (en) | 1983-05-30 | 1983-05-30 | Method and part for forming earth anchor and automatic penetrator therefor |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS59233019A true JPS59233019A (en) | 1984-12-27 |
Family
ID=14133753
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9529483A Granted JPS59233019A (en) | 1983-05-30 | 1983-05-30 | Method and part for forming earth anchor and automatic penetrator therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59233019A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2810056A1 (en) * | 2000-06-09 | 2001-12-14 | Tessag Tech Systeme & Services | METHOD FOR REINFORCING THE PYLON FOUNDATIONS FOR HIGH VOLTAGE LINES |
EP1253252A1 (en) * | 2001-04-27 | 2002-10-30 | N.V. Kema | High voltage pylon with strengthened foundation |
FR2845705A1 (en) * | 2002-10-15 | 2004-04-16 | Ineo Reseaux Haute Tension | Pylon foundation reinforcing procedure uses concrete blocks connected to outside plate anchors by tensioned cables |
CN102021916A (en) * | 2010-11-02 | 2011-04-20 | 河南省电力公司洛阳供电公司 | Foundation construction method of iron tower |
CN102021916B (en) * | 2010-11-02 | 2016-12-14 | 河南省电力公司洛阳供电公司 | A kind of method of iron tower foundation construction |
GB2591317A (en) * | 2020-01-22 | 2021-07-28 | Francis & Lewis International Ltd | Improvements in and relating to a spatial structure-support apparatus |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5058819A (en) * | 1973-09-26 | 1975-05-21 |
-
1983
- 1983-05-30 JP JP9529483A patent/JPS59233019A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5058819A (en) * | 1973-09-26 | 1975-05-21 |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2810056A1 (en) * | 2000-06-09 | 2001-12-14 | Tessag Tech Systeme & Services | METHOD FOR REINFORCING THE PYLON FOUNDATIONS FOR HIGH VOLTAGE LINES |
DE10028755B4 (en) * | 2000-06-09 | 2009-04-23 | Tessag Technische Systeme & Services Ag | Method for reinforcing foundations of high voltage pylons |
EP1253252A1 (en) * | 2001-04-27 | 2002-10-30 | N.V. Kema | High voltage pylon with strengthened foundation |
NL1017953C2 (en) * | 2001-04-27 | 2002-11-05 | Kema Nv | High voltage pylon with weighted foundation. |
FR2845705A1 (en) * | 2002-10-15 | 2004-04-16 | Ineo Reseaux Haute Tension | Pylon foundation reinforcing procedure uses concrete blocks connected to outside plate anchors by tensioned cables |
CN102021916A (en) * | 2010-11-02 | 2011-04-20 | 河南省电力公司洛阳供电公司 | Foundation construction method of iron tower |
CN102021916B (en) * | 2010-11-02 | 2016-12-14 | 河南省电力公司洛阳供电公司 | A kind of method of iron tower foundation construction |
GB2591317A (en) * | 2020-01-22 | 2021-07-28 | Francis & Lewis International Ltd | Improvements in and relating to a spatial structure-support apparatus |
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