RU2601629C2 - Suspension bridge with a universal self-centering system and upper arrangement of replacement rollers - Google Patents

Suspension bridge with a universal self-centering system and upper arrangement of replacement rollers Download PDF

Info

Publication number
RU2601629C2
RU2601629C2 RU2014106630/03A RU2014106630A RU2601629C2 RU 2601629 C2 RU2601629 C2 RU 2601629C2 RU 2014106630/03 A RU2014106630/03 A RU 2014106630/03A RU 2014106630 A RU2014106630 A RU 2014106630A RU 2601629 C2 RU2601629 C2 RU 2601629C2
Authority
RU
Russia
Prior art keywords
rollers
bridge
load
pylons
sprockets
Prior art date
Application number
RU2014106630/03A
Other languages
Russian (ru)
Other versions
RU2014106630A (en
Inventor
Александр Васильевич Дегтярев
Original Assignee
Александр Васильевич Дегтярев
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 Александр Васильевич Дегтярев filed Critical Александр Васильевич Дегтярев
Priority to RU2014106630/03A priority Critical patent/RU2601629C2/en
Publication of RU2014106630A publication Critical patent/RU2014106630A/en
Application granted granted Critical
Publication of RU2601629C2 publication Critical patent/RU2601629C2/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D11/00Suspension or cable-stayed bridges
    • E01D11/04Cable-stayed bridges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

FIELD: construction.
SUBSTANCE: superstructure suspension bridge is suspended by means of two self-centering systems, each of which includes an external base -ground, where two pairs of outer rollers or sprockets and pylons with a pair of outer rollers or sprockets are fixed, and internal base with inner rollers or sprockets, successively connected to the external closed cable or the chain, by means of which the superstructure internal base is suspended. Load P/3 acts on each pair of rollers. Since one pair of rollers is secured on tops of two pylons, load P/6 acts on each roller and, consequently, on the top of the pylon. Load P2/3 is applied to rollers, fixed on the ground. Bridge is high wind resistant, since the cable is strained and forms rigid triangles between rotation rollers.
EFFECT: Bridge has high resistance to seismic vibrations, since changing in distance between pylons does not increase the load on the bridge superstructure.
1 cl, 3 dwg

Description

Подвесной мост с универсальной самоцентрирующейся системой и верхним расположением роликов замены.Suspension bridge with universal self-centering system and overhead replacement rollers.

Известен подвесной мост, у которого пролетное строение моста подвешено на универсальной самоцентрирующейся системе, закрепленной на пилонах моста. Такой мост обладает повышенной устойчивостью к ветрам и сейсмическим колебаниям. Универсальная самоцентрирующаяся система имеет внутреннее и внешнее основания, на которых закреплены внутренние и внешние ролики вращения. Внутренние и внешние ролики вращения соединены последовательно между собой замкнутым тросом. При использовании цепей используются звездочки вращения. Пилоны и грунт являются внешним основанием. Нагрузка P, действующая на внутреннее основание, распределяется между внешними роликами (DE 202013002215 U1).A suspension bridge is known, in which the bridge span is suspended on a universal self-centering system mounted on the bridge pylons. Such a bridge is highly resistant to winds and seismic vibrations. The universal self-centering system has internal and external bases on which internal and external rotation rollers are fixed. The internal and external rollers of rotation are connected in series with each other by a closed cable. When using chains, sprockets are used. Pylons and soil are the external basis. The load P acting on the inner base is distributed between the outer rollers (DE 202013002215 U1).

Недостатком этого моста является то, что все ролики внешнего основания закреплены на пилонах моста и, соответственно, вся нагрузка приложена к пилонам. The disadvantage of this bridge is that all the rollers of the external base are fixed to the pylons of the bridge and, accordingly, the entire load is applied to the pylons.

Целью изобретения является снижение нагрузки на пилоны моста. The aim of the invention is to reduce the load on the pylons of the bridge.

Поставленная цель достигается тем, что в универсальной самоцентрирующейся системе, содержащей три ролика на внешнем основании, каждый ролик внешнего основания заменен на пару роликов замены. Одна пара роликов замены закреплена на вершинах пилонов, а две других пары роликов замены закреплены на грунте. На каждую пару роликов действует нагрузка P/3. Так как одна пара роликов закреплена на вершинах двух пилонов, то на каждый ролик и соответственно на вершину пилона будет действовать нагрузка P/6. Нагрузка P2/3 будет приложена к роликам, закрепленным на грунте. This goal is achieved by the fact that in a universal self-centering system containing three rollers on an external base, each roller of the external base is replaced by a pair of replacement rollers. One pair of replacement rollers is fixed to the tops of the pylons, and two other pairs of replacement rollers are fixed to the ground. Each pair of rollers is subject to a P / 3 load. Since one pair of rollers is mounted on the tops of two pylons, a P / 6 load will act on each roller and, accordingly, on the top of the pylon. A P2 / 3 load will be applied to the rollers fixed to the ground.

В примере конкретного исполнения мост состоит из двух одинаковых половин, каждая из которых имеет свою универсальную самоцентрирующуюся систему. Левая половина моста содержит пилоны M1 и M2, которые вместе с грунтом B образуют внешнее основание универсальной самоцентрирующейся системы. Пара роликов замены R5 и R6 закреплена на пилонах M2 и M1. Две пары роликов R1, R2 и R3, R4 закреплены на грунте B. На внутреннем основании 1 закреплены внутренние ролики r1, r2, r3. Пролетное строение моста G подвешено к внутреннему основанию 1. Участки троса S1 между парами роликов R1,R2 и R3,R4 используются для натяжения троса S1 с помощью роликов натяжения N1, N2. Ролики натяжения подпружинены пружинами F1, F2. Края пролетного строения моста G опираются на роликовые опоры Sh. In the example of a specific design, the bridge consists of two identical halves, each of which has its own universal self-centering system. The left half of the bridge contains pylons M1 and M2, which together with soil B form the outer base of the universal self-centering system. A pair of replacement rollers R5 and R6 are mounted on pylons M2 and M1. Two pairs of rollers R1, R2 and R3, R4 are fixed on the soil B. On the inner base 1, the inner rollers r1, r2, r3 are fixed. The bridge span G is suspended from the inner base 1. The sections of the cable S1 between the pairs of rollers R1, R2 and R3, R4 are used to tension the cable S1 using the tension rollers N1, N2. The tension rollers are spring-loaded with springs F1, F2. The span of the bridge G rests on the roller bearings Sh.

На фигуре 1 представлена левая половина моста с универсальной самоцентрирующейся системой, вид спереди.The figure 1 shows the left half of the bridge with a universal self-centering system, front view.

На фигуре 2 представлена левая половина моста с универсальной самоцентрирующейся системой, вид сзади.Figure 2 shows the left half of the bridge with a universal self-centering system, rear view.

На фигуре 3 представлен мост, изометрический вид.Figure 3 shows a bridge, isometric view.

Claims (1)

Подвесной мост с пролетным строением, подвешенным посредством двух самоцентрирующихся систем, каждая из которых включает внешнее основание - грунт, на котором закреплены две пары внешних роликов или звездочки и пилоны с парой внешних роликов или звездочек, и внутреннее основание с внутренними роликами или звездочками, последовательно соединенными с внешними замкнутым тросом или цепью, на котором подвешено внутреннее основание с пролетным строением. Suspension bridge with a span suspended by two self-centering systems, each of which includes an external base - ground, on which two pairs of external rollers or sprockets are fixed and pylons with a pair of external rollers or sprockets, and an internal base with internal rollers or sprockets connected in series with an external closed cable or chain on which an internal base with a span is suspended.
RU2014106630/03A 2014-02-22 2014-02-22 Suspension bridge with a universal self-centering system and upper arrangement of replacement rollers RU2601629C2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2014106630/03A RU2601629C2 (en) 2014-02-22 2014-02-22 Suspension bridge with a universal self-centering system and upper arrangement of replacement rollers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2014106630/03A RU2601629C2 (en) 2014-02-22 2014-02-22 Suspension bridge with a universal self-centering system and upper arrangement of replacement rollers

Publications (2)

Publication Number Publication Date
RU2014106630A RU2014106630A (en) 2015-08-27
RU2601629C2 true RU2601629C2 (en) 2016-11-10

Family

ID=54015405

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2014106630/03A RU2601629C2 (en) 2014-02-22 2014-02-22 Suspension bridge with a universal self-centering system and upper arrangement of replacement rollers

Country Status (1)

Country Link
RU (1) RU2601629C2 (en)

Families Citing this family (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2611672C2 (en) 2016-02-23 2017-02-28 Александр Васильевич Дегтярев Method of creating mechanical gear with smoothly variable gear ratio with the lowest value of zero
RU2610236C2 (en) 2016-03-08 2017-02-08 Александр Васильевич Дегтярев Transmission with smoothly varying gear ratio beginning from zero and with displaced external base of universal self-centering system
RU2614160C2 (en) 2016-03-13 2017-03-23 Александр Васильевич Дегтярев Brake coupling with the universal self-centering system
RU2629462C2 (en) 2016-03-14 2017-08-29 Александр Васильевич Дегтярев Braking method with universal self-centering system
RU2610720C2 (en) 2016-03-14 2017-02-15 Александр Васильевич Дегтярев Mode for carrying out clutch
RU2611673C2 (en) 2016-03-16 2017-02-28 Александр Васильевич Дегтярев Engagement with universal self-centering system
RU2613931C2 (en) 2016-03-17 2017-03-22 Александр Васильевич Дегтярев Coupling with the universal self-centering system
RU2613073C2 (en) 2016-03-19 2017-03-15 Александр Васильевич Дегтярев Transmission with universal self-centering system and smoothly changing load-dependent gear ratio
RU2610237C2 (en) 2016-03-22 2017-02-08 Александр Васильевич Дегтярев Method for displacement of bases' axes of universal self-centering system
RU2610721C2 (en) 2016-03-24 2017-02-15 Александр Васильевич Дегтярев Method of misalignment of bases axes of universal self-centering system with angular displacement of base
RU2613954C2 (en) 2016-04-10 2017-03-22 Александр Васильевич Дегтярев Freewheel clutch with the universal self-centering system
RU2612357C2 (en) 2016-04-10 2017-03-07 Александр Васильевич Дегтярев Transmission with universal self-centering system with variable geometry
DE202016005512U1 (en) 2016-05-20 2016-10-04 Alexander Degtjarew The transmission with the constantly changing transmission ratio since zero and the remote external foundation of the universal self-centering system
DE202016005432U1 (en) 2016-05-20 2016-10-04 Alexander Degtjarew The brake coupling with the universal self-centering system
DE202016005428U1 (en) 2016-05-25 2016-10-04 Alexander Degtjarew The coupling with the universal self-centering system
DE202016005438U1 (en) 2016-05-25 2016-10-04 Alexander Degtjarew The muff with the universal self-centering system.
DE202016005431U1 (en) 2016-05-25 2016-10-04 Alexander Degtjarew The transmission with the universal self-centering system and the smoothly changing transmission ratio, which depends on the load
DE202016005510U1 (en) 2016-05-30 2016-10-04 Alexander Degtjarew The gearbox with the universal self-centering system with the changed geometry
DE202016005435U1 (en) 2016-05-30 2016-10-04 Alexander Degtjarew The overhaul clutch with the universal self-centering system
RU2632370C2 (en) 2016-07-10 2017-10-04 Александр Васильевич Дегтярев Electromagnetic brake with universal self-centering system
DE202016005513U1 (en) 2016-07-14 2016-10-05 Alexander Degtjarew The dynamoelectric brakes with the universal self-centering system
RU2632383C2 (en) 2016-08-17 2017-10-04 Александр Васильевич Дегтярев Method of braking using universal self-centering system
RU2617616C2 (en) 2016-08-18 2017-04-25 Александр Васильевич Дегтярев Mechanical analogue of transistor
DE202016005426U1 (en) 2016-08-22 2016-10-31 Alexander Degtjarew The mechanical analog of the transistor
RU2626467C2 (en) * 2016-09-07 2017-07-28 Александр Васильевич Дегтярев Method for building bridges and aboveground railways
RU2626466C2 (en) * 2016-10-13 2017-07-28 Александр Васильевич Дегтярев Method for building bridges, aboveground railways and motor roads

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1101492A1 (en) * 1983-03-28 1984-07-07 Центральный Ордена Трудового Красного Знамени Научно-Исследовательский И Проектный Институт Строительных Металлоконструкций Им.Акад.Н.П.Мельникова Guy-rope bridge mounting method
DE102007017697A1 (en) * 2007-04-14 2008-10-23 Dywidag-Systems International Gmbh Tension member for structures and method for its production
DE202013002215U1 (en) * 2013-01-09 2013-03-28 Tatjana Smirnov Suspension bridge.

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1101492A1 (en) * 1983-03-28 1984-07-07 Центральный Ордена Трудового Красного Знамени Научно-Исследовательский И Проектный Институт Строительных Металлоконструкций Им.Акад.Н.П.Мельникова Guy-rope bridge mounting method
DE102007017697A1 (en) * 2007-04-14 2008-10-23 Dywidag-Systems International Gmbh Tension member for structures and method for its production
DE202013002215U1 (en) * 2013-01-09 2013-03-28 Tatjana Smirnov Suspension bridge.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
ЦАПЛИН С.А., Висячие мосты, Дориздат, 1949. *

Also Published As

Publication number Publication date
RU2014106630A (en) 2015-08-27

Similar Documents

Publication Publication Date Title
RU2601629C2 (en) Suspension bridge with a universal self-centering system and upper arrangement of replacement rollers
RU2601628C2 (en) Suspension bridge with a universal self-centering system and lower arrangement of replacement rollers
RU2014106146A (en) SUSPENDED BRIDGE WITH A UNIVERSAL SELF-CENTERING SYSTEM LOCATED BELOW THE SPAN STRUCTURE OF THE BRIDGE AND TERRESTRIAL SPRING SPRINGS
RU2013145987A (en) SUSPENDED BRIDGE WITH SELF-CENTERING SYSTEMS
RU2013152649A (en) PRESSURE DIFFERENCE SENSOR WITH A UNIVERSAL SELF-CENTERING SYSTEM
RU2013153163A (en) LINEAR MOVEMENT METER WITH UNIVERSAL SELF-CENTERING SYSTEM
CY1125091T1 (en) EASILY TRANSPORTABLE AND ASSEMBLED ARTICULATED BARRIER
RU2013157051A (en) WASHING MACHINE WITH UNIVERSAL SELF-CENTERING SYSTEM AND AUTOMATIC DRUM BALANCING
EP4233748A3 (en) External bone fixation systems
RU2013142204A (en) METHOD OF PRESSURE
EA200500915A1 (en) OIL SUSPENSION CONCENTRATE
WO2014001736A3 (en) High-resistance construction and method for implementing same
RU2627903C2 (en) Method of suspending supply lines of vehicles with use of universal self-centering system having three rollers on internal basis
RU2016122514A (en) Suspension bridge with universal self-centering system and overhead rollers
RU2016122513A (en) Suspension bridge with universal self-centering system and lower location of replacement rollers.
RU2636434C2 (en) Method of stringing of transport power means between supports on railway
RU2016122512A (en) Suspension bridge with a universal self-centering system located below the bridge span and ground tension springs
RU2012155435A (en) ELASTIC VEHICLE Caterpillar TRACK
DE102013001393A1 (en) Method of suspending the supply lines of the vehicles between the poles on the railroad track
DK3645901T3 (en) Wind power system swivel connection and wind power system with the same
RU2626467C2 (en) Method for building bridges and aboveground railways
RU2627906C2 (en) Method of suspending powered electrolines of vehicles by self-centering system with electrically insulating rollers
RU2626466C2 (en) Method for building bridges, aboveground railways and motor roads
RU2016122511A (en) Suspension bridge with self-centering systems
RU2017133166A (en) Suspension suspension method of suspension bridges

Legal Events

Date Code Title Description
HE9A Changing address for correspondence with an applicant