RU97106133A - METHOD FOR ESTABLISHING A DEEP SUBMISSION METRO STATION - Google Patents

METHOD FOR ESTABLISHING A DEEP SUBMISSION METRO STATION

Info

Publication number
RU97106133A
RU97106133A RU97106133/03A RU97106133A RU97106133A RU 97106133 A RU97106133 A RU 97106133A RU 97106133/03 A RU97106133/03 A RU 97106133/03A RU 97106133 A RU97106133 A RU 97106133A RU 97106133 A RU97106133 A RU 97106133A
Authority
RU
Russia
Prior art keywords
tunnels
lining
tunneling
station
tunnel
Prior art date
Application number
RU97106133/03A
Other languages
Russian (ru)
Other versions
RU2102602C1 (en
Inventor
Б.А. Бахарев
Д.В. Гаев
И.Л. Жуков
А.М. Земельман
В.Г. Костюченко
А.А. Кривенко
Н.П. Левина
Э.Г. Мамаладзе
А.Г. Манюков
В.В. Меркулов
В.Г. Милов
Ю.П. Рахманинов
Н.А. Тараров
В.А. Шмерлинг
Original Assignee
Открытое акционерное общество "Трансинжстрой"
Filing date
Publication date
Application filed by Открытое акционерное общество "Трансинжстрой" filed Critical Открытое акционерное общество "Трансинжстрой"
Priority to RU97106133/03A priority Critical patent/RU2102602C1/en
Priority claimed from RU97106133/03A external-priority patent/RU2102602C1/en
Application granted granted Critical
Publication of RU2102602C1 publication Critical patent/RU2102602C1/en
Publication of RU97106133A publication Critical patent/RU97106133A/en

Links

Claims (1)

Способ возведения станции метрополитена глубокого заложения, включающий проходку штолен по границам станционного тоннеля с транспортными тоннелями, монтаж вдоль осей штолен опор в виде колонн с опорными пятами и уложенными на колонны прогонами, раскрепление опор с помощью инвентарных распорок в боковые стенки штолен, снятие распорок, циклическую проходку станционного и транспортных тоннелей с разработкой грунта заходками, равными шагу опор, возведение сводовых частей обделок тоннелей с опиранием их на опоры, монтаж платформенной части станционного тоннеля в виде бетонной монолитной плиты и лотковых частей обделок транспортных тоннелей и нагнетание цементного раствора за внешнюю поверхность обделок тоннелей, отличающийся тем, что в процессе проходки штолен и тоннелей производят соответственно монтаж и разборку временной крепи штолен, при этом снятие распорок осуществляют в процессе разработки грунта в тоннелях перед возведением их обделок, а монолитную плиту соединяют с лотковыми частями транспортных тоннелей непосредственно.A method of erecting a deep underground metro station, including tunneling along the boundaries of the station tunnel with transport tunnels, mounting along the axis of the tunnel tunnels in the form of columns with supporting heels and runs laid on columns, unfastening the supports using inventory braces in the side walls of the tunnels, removing struts, cyclic tunneling of station and transport tunnels with the development of the ground by passages equal to the pitch of the supports, erection of the arched parts of the lining of the tunnels with their support on the supports, installation of the platform hour and a station tunnel in the form of a concrete monolithic slab and chute parts of the lining of the transport tunnels and forcing cement slurry over the outer surface of the lining of the tunnels, characterized in that during the tunneling and tunneling the installation and dismantling of the temporary lining of the tunnel are carried out, while the spacers are removed in the process excavation in tunnels before the construction of their lining, and a monolithic slab is connected directly to the tray parts of the transport tunnels.
RU97106133/03A 1997-04-23 1997-04-23 Method for construction of deep subway station RU2102602C1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU97106133/03A RU2102602C1 (en) 1997-04-23 1997-04-23 Method for construction of deep subway station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU97106133/03A RU2102602C1 (en) 1997-04-23 1997-04-23 Method for construction of deep subway station

Publications (2)

Publication Number Publication Date
RU2102602C1 RU2102602C1 (en) 1998-01-20
RU97106133A true RU97106133A (en) 1998-05-27

Family

ID=20192014

Family Applications (1)

Application Number Title Priority Date Filing Date
RU97106133/03A RU2102602C1 (en) 1997-04-23 1997-04-23 Method for construction of deep subway station

Country Status (1)

Country Link
RU (1) RU2102602C1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU185555U1 (en) * 2018-07-31 2018-12-11 Открытое акционерное общество "Научно-исследовательский, проектно-изыскательский институт "Ленметрогипротранс" (ОАО "НИПИИ "Ленметрогипротранс") Three-vault underground station without side platforms
RU2692518C1 (en) * 2018-10-30 2019-06-25 Открытое акционерное общество "Научно-исследовательский, проектно-изыскательский институт "Ленметрогипротранс", ОАО "НИПИИ "Ленметрогипротранс" Method for constructing a three-span subway station of an open method of performing works with a lateral arrangement of passenger platforms and a double-track still tunnel
RU2704414C1 (en) * 2019-01-09 2019-10-28 Открытое акционерное общество "Научно-исследовательский, проектно-изыскательский институт "Ленметрогипротранс" Method for erection of three-vane subway station of closed method of perfoming works with double-track main line tunnel
CN112065467B (en) * 2020-09-23 2023-06-02 中铁工程装备集团有限公司 Underground engineering supporting structure and construction method thereof
CN112065466B (en) * 2020-09-23 2023-04-07 中铁工程装备集团有限公司 Multilayer underground engineering supporting structure and construction method thereof

Similar Documents

Publication Publication Date Title
RU97106133A (en) METHOD FOR ESTABLISHING A DEEP SUBMISSION METRO STATION
JP2001520340A (en) Arch support structure
CN116241101B (en) Construction method for removing continuous wall of connecting section of main body and auxiliary structure of subway station
RU2102602C1 (en) Method for construction of deep subway station
JPS6367349A (en) New construction on existing facilities
RU2082884C1 (en) Method of construction of deep-seated subway station
JP3808962B2 (en) Tunnel construction method
SU1164425A1 (en) Method of constructing the station complex of deep underground railway
RU2082883C1 (en) Method of construction of deep-seated subway station
SU1564275A1 (en) Method of constructing deep laid underground station on its operative line
JPH06146311A (en) Construction method of underground work by completely automatic building construction system
SU1065608A1 (en) Mobile forms for erecting monolithic roof support
SU1689631A1 (en) Big cross section tunnels building method
SU781266A1 (en) Subterranean structure and method of its construction
SU883297A1 (en) Frame-type agricultural building
SU669061A1 (en) Method of supporting mine working with monolithic concrete
SU969900A1 (en) Method of erecting prestressed tunnel lining
RU1794193C (en) Method of construction of line of subway of shallow depth
SU881352A1 (en) Method of erecting artificial support
RU1789596C (en) Method for erecting shallow subway station
JPH058305B2 (en)
SU1763584A1 (en) Method of erecting deep undergroung station
SU1666741A1 (en) Method of construction of near-entrance section of tunnel
RU2091542C1 (en) Underground structure and method of construction of underground structure
CN116398197A (en) Rapid active supporting method for high-stress soft rock large-deformation tunnel