Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Gravity type anchorage under abrupt slope terrain and bridge
The invention relates to a gravity type anchorage under the abrupt slope terrain and a bridge, the gravity type anchorage under the abrupt slope terrain comprises an anchor block, an anchoring system and two splay cable saddle assemblies, and a cavity is formed in the anchor block; the anchoring system is arranged in the cavity; the two splay cable saddle assemblies are located at the top of the anchor block, the two splay cable saddle assemblies are located at the two opposite ends of the anchor block correspondingly, the splay cable saddle assemblies are connected with the anchor block, and the splay cable saddle assemblies are used for guiding a main cable of the bridge into the cavity and are connected with the anchoring system; the top face, located between the two splay cable saddle assemblies, of the anchor block forms a driving face, and a bridge abutment notch is further formed in the tail of the anchor block. The two splay cable saddle assemblies are located at the two opposite ends of the anchor block correspondingly, so that the top face of the anchor block is exposed to form a driving face, a vehicle can directly walk from the top of the anchor block, in this way, the anchor block does not need to sink, the excavation range of an anchorage foundation pit is small, excavation of a mountain is reduced, and the construction cost is reduced.
本发明涉及一种陡坡地形下的重力式锚碇及桥梁,陡坡地形下的重力式锚碇包括锚块、锚固系统和两个散索鞍组件,锚块内设有空腔;锚固系统设于空腔内;两个散索鞍组件位于锚块的顶部,且两个散索鞍组件分别位于锚块相对的两端,散索鞍组件与锚块连接,散索鞍组件用于将桥梁的主缆引导至空腔内并与锚固系统连接;锚块的位于两个散索鞍组件之间的顶面形成有行车面,锚块的尾部还设有桥台槽口。本发明将两个散索鞍组件分别位于锚块相对的两端,使得锚块顶面裸露出来形成行车面,车辆可以直接从锚块顶部行走,这样锚块不需要下沉,锚碇基坑的开挖范围较小,同样减少了山体的开挖,降低了施工成本。
Gravity type anchorage under abrupt slope terrain and bridge
The invention relates to a gravity type anchorage under the abrupt slope terrain and a bridge, the gravity type anchorage under the abrupt slope terrain comprises an anchor block, an anchoring system and two splay cable saddle assemblies, and a cavity is formed in the anchor block; the anchoring system is arranged in the cavity; the two splay cable saddle assemblies are located at the top of the anchor block, the two splay cable saddle assemblies are located at the two opposite ends of the anchor block correspondingly, the splay cable saddle assemblies are connected with the anchor block, and the splay cable saddle assemblies are used for guiding a main cable of the bridge into the cavity and are connected with the anchoring system; the top face, located between the two splay cable saddle assemblies, of the anchor block forms a driving face, and a bridge abutment notch is further formed in the tail of the anchor block. The two splay cable saddle assemblies are located at the two opposite ends of the anchor block correspondingly, so that the top face of the anchor block is exposed to form a driving face, a vehicle can directly walk from the top of the anchor block, in this way, the anchor block does not need to sink, the excavation range of an anchorage foundation pit is small, excavation of a mountain is reduced, and the construction cost is reduced.
本发明涉及一种陡坡地形下的重力式锚碇及桥梁,陡坡地形下的重力式锚碇包括锚块、锚固系统和两个散索鞍组件,锚块内设有空腔;锚固系统设于空腔内;两个散索鞍组件位于锚块的顶部,且两个散索鞍组件分别位于锚块相对的两端,散索鞍组件与锚块连接,散索鞍组件用于将桥梁的主缆引导至空腔内并与锚固系统连接;锚块的位于两个散索鞍组件之间的顶面形成有行车面,锚块的尾部还设有桥台槽口。本发明将两个散索鞍组件分别位于锚块相对的两端,使得锚块顶面裸露出来形成行车面,车辆可以直接从锚块顶部行走,这样锚块不需要下沉,锚碇基坑的开挖范围较小,同样减少了山体的开挖,降低了施工成本。
Gravity type anchorage under abrupt slope terrain and bridge
一种陡坡地形下的重力式锚碇及桥梁
ZHANG JIAYUAN (Autor:in) / TAO CHENLIANG (Autor:in) / JIANG WEI (Autor:in) / ZHANG MING (Autor:in) / ZHAO JINXIA (Autor:in) / CHEN XINGZHI (Autor:in) / ZHAN LU (Autor:in) / TAN ZUOWEI (Autor:in) / LIU QIAN (Autor:in)
05.12.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
Bridge foundation protection structure for abrupt slope terrain and construction method
Europäisches Patentamt | 2021
|Abdomen hole type abutment suitable for abrupt slope terrain
Europäisches Patentamt | 2022
|Construction method for pile group foundation of bridge in abrupt slope terrain
Europäisches Patentamt | 2023
|