GB1137851A - Improvements in and relating to tie anchors in the earth - Google Patents
Improvements in and relating to tie anchors in the earthInfo
- Publication number
- GB1137851A GB1137851A GB28166A GB28166A GB1137851A GB 1137851 A GB1137851 A GB 1137851A GB 28166 A GB28166 A GB 28166A GB 28166 A GB28166 A GB 28166A GB 1137851 A GB1137851 A GB 1137851A
- Authority
- GB
- United Kingdom
- Prior art keywords
- tie
- pipe
- coating
- ground
- drill pipe
- 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
Links
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
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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)
- Piles And Underground Anchors (AREA)
Abstract
1,137,851. Making ground anchors. K. BAUER. 4 Jan., 1966, No. 281/66. Heading E1B. A process for forming a tie anchor in the ground, comprises coating a tie rod 2 with a layer 4 of hardenable synthetic resin before placing it in a body of hardenable load-bearing material 7, to form, on simultaneous hardening of the resin and the material, a tension transmitting bridge therebetween. A hole for the anchor is made by a drill pipe (1), (fig. 1). The coated rod is then placed in the pipe, (fig. 2). The pipe is partially withdrawn, and the material 7 injected through it, (fig. 3). After hardening the pipe is removed and the tie is tensioned, (fig. 4.) The tie may have a first coating 2 of plastics, which may be impregnated with quartz in the region of the coating 4. If the drill pipe has a tip, this can be left in the ground. The drill pipe may be removed before the tie rod is inserted in the material 7. The load-bearing material can be placed in a vertical bore, and the tie rod may be placed in a bore that intersects the material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB28166A GB1137851A (en) | 1966-01-04 | 1966-01-04 | Improvements in and relating to tie anchors in the earth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB28166A GB1137851A (en) | 1966-01-04 | 1966-01-04 | Improvements in and relating to tie anchors in the earth |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB1137851A true GB1137851A (en) | 1968-12-27 |
Family
ID=9701609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB28166A Expired GB1137851A (en) | 1966-01-04 | 1966-01-04 | Improvements in and relating to tie anchors in the earth |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB1137851A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0006515A1 (en) * | 1978-06-22 | 1980-01-09 | Bayer Ag | Process for the anchoring of a tie rod |
-
1966
- 1966-01-04 GB GB28166A patent/GB1137851A/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0006515A1 (en) * | 1978-06-22 | 1980-01-09 | Bayer Ag | Process for the anchoring of a tie rod |
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