SU878858A1 - Ground anchor for erection jobs - Google Patents
Ground anchor for erection jobs Download PDFInfo
- Publication number
- SU878858A1 SU878858A1 SU792720208A SU2720208A SU878858A1 SU 878858 A1 SU878858 A1 SU 878858A1 SU 792720208 A SU792720208 A SU 792720208A SU 2720208 A SU2720208 A SU 2720208A SU 878858 A1 SU878858 A1 SU 878858A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- jobs
- erection
- ground anchor
- platform
- angle
- Prior art date
Links
- 238000009434 installation Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Description
33
в сторону, гфотивоположиую фронту ведени монтажных работ, и составл ют с вертикалью угол 20-22°.to the side, facing the front of the installation work, and an angle of 20-22 ° with the vertical.
Работа кор осуществл етс следующим образом.The operation of the core is carried out as follows.
flpii монтаже т говое усилие, создаваемое лебедкой G, воспринимаетс платформой 1, котора удерживаетс па месте за счет веса балластных грузов 5 и сопротивлени грунта перед ребрами 4. При этом ребра 4 за счет их наклона к вертикали нод углом 20-22° полностью врезаютс в грунт, а выполнение ребер сход щимис к продольной оси платформы под углом 60-63° обеспечивает стабильное положение платформы и предотвращает ее расшатывание в случае изменени направлени горизонтальной составл ющей т гового усили .flpii mounting the traction force generated by the winch G is perceived by platform 1, which is retained on the spot due to the weight of the ballast weights 5 and the resistance of the soil in front of the ribs 4. At the same time, the ribs 4 due to their inclination to the vertical of the node with an angle of 20-22 ° completely cut into the ground, and making the ribs converging to the longitudinal axis of the platform at an angle of 60-63 ° ensures a stable position of the platform and prevents its loosening in the event of a change in the direction of the horizontal component of the pulling force.
Таким образом, в предлагаемом коре повышаетс его продольна и поперечна устойчивость, что повынкчет его несуп.).ую способность.Thus, in the proposed crust, its longitudinal and transverse stability is increased, which increases its strength.).
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792720208A SU878858A1 (en) | 1979-01-29 | 1979-01-29 | Ground anchor for erection jobs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792720208A SU878858A1 (en) | 1979-01-29 | 1979-01-29 | Ground anchor for erection jobs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU878858A1 true SU878858A1 (en) | 1981-11-07 |
Family
ID=20808315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU792720208A SU878858A1 (en) | 1979-01-29 | 1979-01-29 | Ground anchor for erection jobs |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU878858A1 (en) |
-
1979
- 1979-01-29 SU SU792720208A patent/SU878858A1/en active
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