![]() Movable joint of overhead travelling crane span and end girders
专利摘要:
公开号:SU1227590A1 申请号:SU817771955 申请日:1981-07-28 公开日:1986-04-30 发明作者:Алфред Бок;Еахим Кекритц;Хейнц Трухе 申请人:Феб Швермашиненбау-Комбинат Эрнст Тельманн Магдебург (Инопредприятии); IPC主号:
专利说明:
The invention relates to an overhead transport engineering, in particular to units of a mobile connection of the span and end beams of bridge cranes used in nuclear power plants in seismic zones. The known node of the mobile connection of the span and end beams of the bridge crane, contains axes located one above the other, the lower of which is installed in bearings (USSR Authority Certificate No. 397461, class B 66 C 17/00, 14.06.72 The purpose of the invention is to increase the reliability of the node by reducing the dynamic loads from seismic vibrations. FIG. 1 shows the end beam, the section, and the span beam, side view; in fig. 2 is a section A-A in FIG. 1; FIG. 3 is a section BB in FIG. 2; in fig. 4 - location of t g inside the span beam; in fig. 5 - location of one gigi inside the span beam. The node of the movable joint of the span 2 and end 1 of the bridge crane beams contains axes 3 and 6, located one above the other and mounted by bearings B, while the upper axis 3 is installed in elongated and end beams made elongated, x l FIG. } o s 0 5 0 horizontal and vertical windows 11 and 12 respectively, and the lower axis 6 is passed through the holes 13 made in the span beam and suspended to the upper axis 3 located in spherical bearings 4 by means of m 5. Between the upper axis 3 and The bottom wall 14 of the end beam 1 is mounted vertically mounted elastic supporting elements 7, Elastic horizontal supports 8 and 9 are located offset by 90 in the lower part of the span beam 2. The rods 5 are located inside the span beams and are interconnected by a bar 10. One of them can be placed inside the span beam. Making a connection between the end 2 and span 1 crane beams movable in a horizontal plane (due to the hingedly floating suspension of the ends of the crane spans) allows the crane to operate in jarBHHX enhanced seismicity to prevent the occurrence of dynamic loads dangerous for structural strength. Vertically mounted elastic support elements 7 compensate for the forces on the beams in the vertical plane. YU- -four Fia4 5 vniipi Order 2257/24 Edition 799 Random polygons pr-tie, Uzhgorod, ul, Proektna, 4 Subscription
权利要求:
Claims (3) [1] 1. NODE OF MOBILE CONNECTION OF SPAN AND END BEAMS OF A BRIDGE CRANE, containing axles located one above the other, the lower of which is mounted in bearings, characterized in that, in order to increase the reliability of work by reducing dynamic loads from seismic vibrations, the upper axis is installed in the windows made in the span and end beams are elongated in the horizontal and vertical directions, respectively, and the lower axis is passed through holes made in the span and suspended from the upper axis, which I am also located in the bearings, using rods, while the bearings are spherical and mounted on the ends of the rods, and vertically mounted elastic support elements are mounted between the upper axis and the lower wall of the end beam. [2] 2. The node according to claim 1, characterized in that the rods are located inside the span! X beams and are pivotally interconnected by a bar * [3] 3. The node according to claim 1, characterized in that one rod is located inside the span beam. ns Figure 1
类似技术:
公开号 | 公开日 | 专利标题 SU1227590A1|1986-04-30|Movable joint of overhead travelling crane span and end girders US4577727A|1986-03-25|Scaffold for the construction of round buildings of concrete or the like KR820001143B1|1982-06-26|Fuel storage rack US4717030A|1988-01-05|Turbine building equipped with overhead traveling cranes EP0161103A2|1985-11-13|Weighbridge SU1541176A1|1990-02-07|Suspension single-beam overhead crane on three supports JPH0539606A|1993-02-19|Vibration control device of main tower SU1567503A1|1990-05-30|Undercrane track SU1393885A1|1988-05-07|Assembly joint of vertical tie and beam SU485059A1|1975-09-25|Overhead crane SU1368418A1|1988-01-23|Single-storey industrial building RU2068907C1|1996-11-10|Multiple-cable suspension bridge SU990935A1|1983-01-23|Earthquake-proof bridge SU846681A1|1981-07-15|Three-dimensional roof SU1694810A1|1991-11-30|Suspended with-span cover of industrial building SU808631A1|1981-02-28|Building or structure with hanging roof SU1576682A1|1990-07-07|Device for strengthening ferroconcrete crane-runway t-girder SU1211399A1|1986-02-15|Dynamic oscillation damper US3410414A|1968-11-12|Crane shell span CN112482190A|2021-03-12|Damping structure for steel truss girder bridge and steel truss girder bridge SU1308544A1|1987-05-07|Crane-supporting beam SU1504207A1|1989-08-30|Bridge framework of traveling crane GB562601A|1944-07-07|Improvements in and relating to bridges and bridge-like structures made with standardised parts SU1161622A1|1985-06-15|Earthquake-proof bridge SU1300098A1|1987-03-30|Support structure
同族专利:
公开号 | 公开日 DD158699A3|1983-02-02| RO81550B|1983-04-30| YU192481A|1984-02-29| DE3129446A1|1982-07-01| RO81550A|1983-04-29|
引用文献:
公开号 | 申请日 | 公开日 | 申请人 | 专利标题 CN101723252B|2009-11-11|2012-09-05|甘肃省电力公司刘家峡水电厂|Overhead-traveling installation method of 400t overhead travelling crane replacement equipment| RU2621211C1|2016-02-11|2017-06-01|Даниил Павлович Добжинский|Self-installing overhead crane| FR2861715B1|2003-10-29|2006-01-21|Etfa|CART AND PORTIC COMPRISING SUCH A CART| CN102730553A|2011-04-12|2012-10-17|卢金长|Bridge crane additionally provided with prestressed reinforcement|
法律状态:
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申请号 | 申请日 | 专利标题 DD22459380A|DD158699A3|1980-10-16|1980-10-16|KRANBRUECKENLAGERUNG| 相关专利
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