SU1008557A1 - Method of laying underground pipeline - Google Patents
Method of laying underground pipeline Download PDFInfo
- Publication number
- SU1008557A1 SU1008557A1 SU813271707A SU3271707A SU1008557A1 SU 1008557 A1 SU1008557 A1 SU 1008557A1 SU 813271707 A SU813271707 A SU 813271707A SU 3271707 A SU3271707 A SU 3271707A SU 1008557 A1 SU1008557 A1 SU 1008557A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- pockets
- filling
- trench
- pipeline
- laying
- Prior art date
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Supports For Pipes And Cables (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
СПОСОБ ПРОКЛАДКИ ПОДЗЕМНОГО ТРУБОПРОВОДА, вкJдачaюн ий отрьюку траншеи, укладку в нее трубопровода , навеску на трубопровод весс ых карманов кз железобетона с обеспечением их опирани своими нижними плоскими поверхност ми на дно Траншеи, засыпку карманов и траншеи, отличающийс тем, что, с целью сокращени стоимости работ путем уменьшени расхода бетона, в качестве карманов используют плиты, а перед их навеской на трубопровод дно траншеи выравнивают и покрывают слоем адгезивного материала.METHOD OF SEALING OF THE UNDERGROUND PIPELINE, inserting a trench into it, laying a pipeline into it, hanging a weight of reinforced concrete into the pipeline of the weight pockets of the kz reinforced concrete pockets with its bottom flat surfaces to the bottom of the trench, filling the pockets and trenches, filling the pockets of the trench with the bottom of the trench, and filling the pockets, and filling the pockets of the trench, and filling the pockets, and filling the pockets, and filling the pockets of the trench, and filling the pockets, and filling the pockets, and filling the pockets of the trench, and filling the pockets, and filling the pockets. works by reducing the consumption of concrete, plates are used as pockets, and before they are mounted on the pipeline, the bottom of the trench is leveled and covered with a layer of adhesive material.
Description
00 СП00 SP
елate
Изобретение относитс к строительству и может найти применение прИ . сооружении магистральных Tpy6ont)OBoдов на обводн емых территори х.FIELD OF THE INVENTION The invention relates to construction and may find application in the field. construction of the main Tpy6ont OBOODs in the waterways.
Известен способ прокладки подземного трубопровода, заключающийс в отрывке траншеи, укладке в нее трубопровода , креплении его ко дну тра.ниеи анкерами и засыпке Tl Однако , обеспечива качественное закрепление трубопровода в грунтах средней и повыденной плотности, способ неприменим на весьма плотном скалистом грунте из-за невозможности погрузить в. них анкеры.There is a method of laying an underground pipeline, which consists in extracting a trench, laying a pipeline into it, fixing it to the bottom of the pipeline with anchors and filling Tl. However, providing a high-quality fixing of the pipeline in soils of medium and high density, the method is inapplicable on very dense rocky soil because inability to immerse in. these are anchors.
Наиболее близким техническим реше нием к предлагаемому вл етс способ прокладки подземного трубопровода, заключающийс в отрывке траншеи, укладке в нее трубопровода, навеске на трубопровод весомых карманов из железобетона, с обеспечением их опирани нижними плоскими поверхност ми на дно траншеи, засыпке карманов и траншеиСз. ,The closest technical solution to the present invention is a method of laying an underground pipeline, consisting in taking a trench, laying a pipeline in it, hanging weighty reinforced concrete pockets on the pipeline, ensuring that they are supported by flat bottom surfaces on the bottom of the trench, backfilling of pockets and trench. ,
Недостатком известного способа ( вл етс достаточно высока стоимост работ, обусловленна применением значительного количества карманов из железобетона.The disadvantage of this method (is the relatively high cost of work due to the use of a significant number of pockets of reinforced concrete.
30thirty
Цель изобретени - сокращение сто имости работ путем уменьшени расхода бетона.The purpose of the invention is to reduce the cost of work by reducing the consumption of concrete.
Поставленна цель достигаетс тем, что согласно способу прокладки подземного трубопровода в качестве кармано примен ют плиты, а перед их навеской на трубопровод дно траншеи выравнивают и покрывают слоем адгезивного материала.This goal is achieved in that according to the method of laying the underground pipeline, plates are used as pockets, and before they are mounted on the pipeline, the bottom of the trench is leveled and covered with a layer of adhesive material.
Способ сооружени подземного трубопровода заключаетс .в следующем.The method of constructing an underground pipeline is as follows.
Отрывают траншею на ее участках, характеризующихс когезионными свойствами (песчанник, известн к, скала и др. твердые породы , дно траншеи тщательно выравнивают, после чего на дно укладывают трубопровод. Свободную от трубопровода поверхность . на траншеи покрывают в расчетных местах слоем адгезивного материала, например, на цементной основе, и на эти места укладываютс железобетонные плиты, св зываемые между собой наложенными на трубопровод силовыми по сами. При этом плиты выступают в роли карманов дл ут жел ющего их 1рунта засыпки. В заключение карманы и траншеи засыпаютс .The trenches are torn off at its sites characterized by cohesive properties (sandstone, limestone, rock, etc. hard rocks, the bottom of the trench is carefully leveled, and then the pipeline is laid at the bottom. The pipeline-free surface is covered with tacks of adhesive material, for example , cement-based, and on these places are placed reinforced concrete slabs, which are connected to each other by the forces imposed on the pipeline themselves. At the same time, the slabs act as pockets for reinforcing their backfill. closing pockets and trenches are filled up.
Таким образом, в результате того, что ут жел ющие функции помимо мае-. сы плит выполн ют также адгезионные силы между поверхност ми дна траншеи и плит, обеспечена возможность выполнени плит-карманов уменьшенной массы что приводит к уменьшению расхода бетона.Thus, as a result of the fact that the extensible functions are in addition to ma-. the slabs also perform adhesion forces between the surfaces of the trench bottom and the slabs, and it is possible to perform slabs-pockets of reduced mass, which leads to a decrease in the consumption of concrete.
Claims (1)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU813271707A SU1008557A1 (en) | 1981-03-27 | 1981-03-27 | Method of laying underground pipeline |
SU813271707K SU1139925A1 (en) | 1981-03-27 | 1981-03-27 | Method of securing underground pipeline |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU813271707A SU1008557A1 (en) | 1981-03-27 | 1981-03-27 | Method of laying underground pipeline |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1008557A1 true SU1008557A1 (en) | 1983-03-30 |
Family
ID=20951930
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU813271707K SU1139925A1 (en) | 1981-03-27 | 1981-03-27 | Method of securing underground pipeline |
SU813271707A SU1008557A1 (en) | 1981-03-27 | 1981-03-27 | Method of laying underground pipeline |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU813271707K SU1139925A1 (en) | 1981-03-27 | 1981-03-27 | Method of securing underground pipeline |
Country Status (1)
Country | Link |
---|---|
SU (2) | SU1139925A1 (en) |
-
1981
- 1981-03-27 SU SU813271707K patent/SU1139925A1/en active
- 1981-03-27 SU SU813271707A patent/SU1008557A1/en active
Non-Patent Citations (1)
Title |
---|
1. Бородавкин П.П. и др. Трубопроводы в сложных услови х, М., Недра, 1968, с.159-160. 2. Покровский Г.И. Усовершенст- . вование балластировки трубопроводов. Строительство трубопроводов, Нед1977, 9, с. 21, р.1 (прототип), ра * |
Also Published As
Publication number | Publication date |
---|---|
SU1139925A1 (en) | 1985-02-15 |
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