[go: up one dir, main page]

SU1408895A1 - Method of laying underwater pipe line using ice field - Google Patents

Method of laying underwater pipe line using ice field

Info

Publication number
SU1408895A1
SU1408895A1 SU4132952/08A SU4132952A SU1408895A1 SU 1408895 A1 SU1408895 A1 SU 1408895A1 SU 4132952/08 A SU4132952/08 A SU 4132952/08A SU 4132952 A SU4132952 A SU 4132952A SU 1408895 A1 SU1408895 A1 SU 1408895A1
Authority
SU
USSR - Soviet Union
Prior art keywords
pipe line
ice
base
underwater pipe
ice field
Prior art date
Application number
SU4132952/08A
Other languages
Russian (ru)
Inventor
С.Н. Стрижков
В.В. Миронов
Б.А. Клюк
М.С. Чудинов
Original Assignee
Тюменский инженерно-строительный институт
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Тюменский инженерно-строительный институт filed Critical Тюменский инженерно-строительный институт
Priority to SU4132952/08A priority Critical patent/SU1408895A1/en
Application granted granted Critical
Publication of SU1408895A1 publication Critical patent/SU1408895A1/en

Links

Landscapes

  • Revetment (AREA)

Abstract

FIELD: construction. SUBSTANCE: artificial base 2 is placed on ice field 1 along the pipe line trajectory. The base is made up as a metallic grid or textile mat filled with a soil. Pipe line 3 is laid on the artificial base and secured to the base. Hole 7 is drilled in ice. Piles-stands 8 are lowered through the holes and secured to the bottom of a reservoir. Ice is cut along the pipe line on both side of it outwardly of piles-stands 8 and the part of the ice is lowered together with the pipe line to the reservoir bottom. EFFECT: enhanced reliability. 3 cl, 2 dwg
SU4132952/08A 1986-10-14 1986-10-14 Method of laying underwater pipe line using ice field SU1408895A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU4132952/08A SU1408895A1 (en) 1986-10-14 1986-10-14 Method of laying underwater pipe line using ice field

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU4132952/08A SU1408895A1 (en) 1986-10-14 1986-10-14 Method of laying underwater pipe line using ice field

Publications (1)

Publication Number Publication Date
SU1408895A1 true SU1408895A1 (en) 1996-06-10

Family

ID=60533991

Family Applications (1)

Application Number Title Priority Date Filing Date
SU4132952/08A SU1408895A1 (en) 1986-10-14 1986-10-14 Method of laying underwater pipe line using ice field

Country Status (1)

Country Link
SU (1) SU1408895A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EA007584B1 (en) * 2003-07-04 2006-12-29 Бентле Продактс Аг A seed tape including successively arranged germinating units

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EA007584B1 (en) * 2003-07-04 2006-12-29 Бентле Продактс Аг A seed tape including successively arranged germinating units

Similar Documents

Publication Publication Date Title
IT1120632B (en) EQUIPMENT FOR THE EXCAVATION OF DEEP TRENCHES IN PARTICULAR FOR THE LAYING OF PIPES AND SIMILAR IN ROCK MATERIALS
IT8248148A0 (en) EQUIPMENT AND PROCEDURE FOR DRILLING HOLES IN HARD SOIL, PARTICULARLY IN ROCKY SOIL
NO175791C (en) Methods for firmly sealing a region of high permeability in a hydrocarbon bearing formation below a soil surface, the formation being pierced by a wellbore in fluid communication with the region
IT8422545A0 (en) METHOD AND EQUIPMENT FOR MEASURING THE WATER LEVEL IN A WELL.
GB2111016A (en) Device at combined bucket and frozen soil scarifier
FR2521212B1 (en) METHOD OF LAYING AN ANCHOR BOLT IN THE ROCK
SU1408895A1 (en) Method of laying underwater pipe line using ice field
FR2422772A1 (en) Purpose built drained sports ground - has sandy cope overlying drainage bed, trenches and drains
GB8530655D0 (en) Drilling circular boreholes in soil
ES8207255A1 (en) Method of constructing a concrete off-shore structure more than 200 m high stabilized on the sea bed by its own weight
GB2080860B (en) A process for mounting in relatively shallow or moderately deep water and installing at the work site a drilling and oilproduction platform with base-weight
KR830004766A (en) Chunma Artificial Cultivation
Brook et al. Predicting the specific capacities of wells penetrating the Ocala Aquifer beneath the Dougherty Plain, Southwest Georgia
BR8303989A (en) METHOD AND APPLIANCE FOR SOIL DRILLING
JPS6429524A (en) Concrete foundation work
ES463104A1 (en) Anchor and method of installation thereof
JPS6448908A (en) Execution of embedded article to lower part of ground structure
JPS6480617A (en) Construction of underdrainage
KR900008714Y1 (en) Drain pipe
IT8821904A0 (en) EQUIPMENT FOR DRILLING IN LOOSE AND REFLUENT SOIL, FOR LAYING INJECTION OR DRAINAGE PIPES, ANCHOR CABLES OR EQUIPMENT
ATA269586A (en) METHOD FOR STABILIZING EARTH BUILDINGS AND / OR NATURAL HILL SLOPES
Ahlen Where is the northern distribution limit of the parti-coloured bat, Vepsertilio murinus, in Sweden?.
JPS5598532A (en) Planting method for tree in plane of slope
SU1729178A1 (en) Method of freezing anchor for fastening pipe line
JPS5589522A (en) Method of forming continuous drainage wall in the ground