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EA200900952A1 - METHOD OF CAPITAL REPAIR OF A BRIDGE AND AROCH GROUND-GROUND BRIDGE - Google Patents

METHOD OF CAPITAL REPAIR OF A BRIDGE AND AROCH GROUND-GROUND BRIDGE

Info

Publication number
EA200900952A1
EA200900952A1 EA200900952A EA200900952A EA200900952A1 EA 200900952 A1 EA200900952 A1 EA 200900952A1 EA 200900952 A EA200900952 A EA 200900952A EA 200900952 A EA200900952 A EA 200900952A EA 200900952 A1 EA200900952 A1 EA 200900952A1
Authority
EA
Eurasian Patent Office
Prior art keywords
bridge
type
arch
ground
vaulted
Prior art date
Application number
EA200900952A
Other languages
Russian (ru)
Other versions
EA013832B1 (en
Inventor
Александр Антонович Боль
Владимир Владимирович Зазвонов
Original Assignee
Владимир Владимирович Зазвонов
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 Владимир Владимирович Зазвонов filed Critical Владимир Владимирович Зазвонов
Priority to EA200900952A priority Critical patent/EA200900952A1/en
Publication of EA013832B1 publication Critical patent/EA013832B1/en
Publication of EA200900952A1 publication Critical patent/EA200900952A1/en

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  • Bridges Or Land Bridges (AREA)

Abstract

Изобретение относится к области мостостроения и может быть использовано при капитальном ремонте и реконструкции мостов с заменой аварийного(ых) железобетонного(ых) пролетного(ых) строения(й) балочного или сводчатого типа на пролетное(ые) строение(я) сводчатого типа с бесшарнирным монолитным сводом. Предложен способ капитального ремонта мостов, который включает демонтаж дорожной одежды и пролетных строений исходного моста, установку по меньшей мере одного пролетного строения арочного типа с использованием расположенных рядами в направлении продольной и поперечной осей моста опорных элементов исходного моста с последующим обустройством арочного грунтозасыпного моста и восстановлением дорожной одежды моста, причем до установки пролетного строения арочного типа опорные элементы исходного моста, выполненные в виде вертикальных свай, дополнительно забивают до уровня расчетной нагрузки, необходимой для свай отремонтированного моста, и снабжают по меньшей мере часть из них средством компенсации усилия распора, а в качестве пролетного строения арочного типа устанавливают бесшарнирную сводчатую железобетонную конструкцию. Предложен также арочный грунтозасыпной мост соответствующей конструкции, получаемый в результате реализации предложенного способа, в котором по меньшей мере часть вертикальных свай снабжена средством компенсации усилия распора.The invention relates to the field of bridge construction and can be used in the overhaul and reconstruction of bridges with the replacement of the emergency (s) reinforced concrete (s) span (s) of the beam structure (s) or vaulted type on the flying structure (s) of the vaulted type with non-hinged monolithic vault. A method for the overhaul of bridges is proposed, which includes dismantling the pavement and superstructures of the original bridge, installing at least one arch-type superstructure using rows of supporting elements of the original bridge arranged in rows in the direction of the longitudinal and transverse axes of the bridge, followed by arranging the arched gravel bridge and restoring the pavement the clothes of the bridge, and prior to the installation of the arch-type span structure, the supporting elements of the original bridge, made in the form of vertical Wai, further clog up the calculated load level required for the repaired bridge piles and provided with at least a portion of them thrust force compensation means, and as the superstructure arch type set hingeless vaulted concrete structure. An arch bridge of the corresponding design, obtained as a result of the implementation of the proposed method, in which at least part of the vertical piles is provided with a means of compensating the thrust force, is also proposed.

EA200900952A 2009-05-25 2009-05-25 METHOD OF CAPITAL REPAIR OF A BRIDGE AND AROCH GROUND-GROUND BRIDGE EA200900952A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EA200900952A EA200900952A1 (en) 2009-05-25 2009-05-25 METHOD OF CAPITAL REPAIR OF A BRIDGE AND AROCH GROUND-GROUND BRIDGE

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EA200900952A EA200900952A1 (en) 2009-05-25 2009-05-25 METHOD OF CAPITAL REPAIR OF A BRIDGE AND AROCH GROUND-GROUND BRIDGE

Publications (2)

Publication Number Publication Date
EA013832B1 EA013832B1 (en) 2010-08-30
EA200900952A1 true EA200900952A1 (en) 2010-08-30

Family

ID=42779163

Family Applications (1)

Application Number Title Priority Date Filing Date
EA200900952A EA200900952A1 (en) 2009-05-25 2009-05-25 METHOD OF CAPITAL REPAIR OF A BRIDGE AND AROCH GROUND-GROUND BRIDGE

Country Status (1)

Country Link
EA (1) EA200900952A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU168800U1 (en) * 2016-10-18 2017-02-21 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" THE STABILITY OF A TEMPORAL FILLING ARCH BRIDGE FROM METAL CORRUGATED STRUCTURES

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EA017922B1 (en) * 2011-02-21 2013-04-30 Владимир Владимирович Зазвонов Arched groundcovering bridge (embodiments), ribbed slap span of arched groundcovering bridge and use of the ribbed slab span structure
RU2638218C1 (en) * 2016-08-30 2017-12-12 Федеральное государственное бюджетное образовательное учреждение высшего образования "Уральский государственный университет путей сообщения" (УрГУПС) Soil-backfilled bridge
RU174995U1 (en) * 2017-08-03 2017-11-15 Публичное акционерное общество "МОСТОТРЕСТ" ESTAKADA OF THE ROAD
CN108360398A (en) * 2018-02-06 2018-08-03 山西省交通科学研究院 Ultra-high performance concrete-normal concrete mixed reinforcement structure and its reinforcement means
CN112813792A (en) * 2021-02-22 2021-05-18 重庆交通大学 Method for reinforcing arch bridge by combination of UHPC injection and bar planting
CN114293485B (en) * 2022-01-20 2022-11-08 四川省公路规划勘察设计研究院有限公司 An arch bridge reinforcement structure without interrupting traffic and its construction method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001059208A (en) * 1999-08-23 2001-03-06 Chiyoda Engineering Consultants Co Ltd Reinforcement method of existing bridge by steel arch
JP2001090026A (en) * 1999-09-28 2001-04-03 Fumio Yamada Structure of arch bridge, formation method thereof and reinforcing method of bridge
RU2225912C1 (en) * 2003-03-26 2004-03-20 ООО ПИИ "Кировмостдорпроект" Process of reconstruction of beam bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU168800U1 (en) * 2016-10-18 2017-02-21 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" THE STABILITY OF A TEMPORAL FILLING ARCH BRIDGE FROM METAL CORRUGATED STRUCTURES

Also Published As

Publication number Publication date
EA013832B1 (en) 2010-08-30

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Legal Events

Date Code Title Description
MM4A Lapse of a eurasian patent due to non-payment of renewal fees within the time limit in the following designated state(s)

Designated state(s): AM AZ KZ KG MD TJ TM

MM4A Lapse of a eurasian patent due to non-payment of renewal fees within the time limit in the following designated state(s)

Designated state(s): BY

MM4A Lapse of a eurasian patent due to non-payment of renewal fees within the time limit in the following designated state(s)

Designated state(s): RU