Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pile truss combined type bridge-road transition section structure independent of bridge abutment
A pile truss combined type bridge-road transition section structure independent of a bridge abutment comprises a bridge abutment, a beam body, a roadbed body, a pile behind the bridge abutment, and a truss transition section structure. The pile behind the bridge abutment is disposed behind the bridge abutment. The truss transition section comprises a reinforced concrete horizontal plate, a reinforced concrete diagonal brace plate and a reinforced concrete truss member. The reinforced concrete horizontal plate is connected with the upper end of the pile behind the bridge abutment through hinging bolts, the reinforced concrete diagonal brace plate is connected with the lower end of the pile behind the bridge abutment through hinging bolts, and the other end of the reinforced concrete horizontal plate is connected with the other end of the reinforced concrete diagonal brace plate through hinging bolts. The reinforced concrete horizontal plate, the pile behind the bridge abutment and the reinforced concrete diagonal brace plate form a cavity, and the reinforced concrete truss member is mounted in the cavity. The reinforced concrete diagonal brace plate clings and is fixed to the roadbed body. Problem of settling difference caused by rigidity difference between abnormal structures in traffic lines can be solved by using the structure provided in the invention. The transition section structure between the pile behind the bridge abutment and the truss is suitable for transition between a tunnel culvert and the roadbed, too.
Pile truss combined type bridge-road transition section structure independent of bridge abutment
A pile truss combined type bridge-road transition section structure independent of a bridge abutment comprises a bridge abutment, a beam body, a roadbed body, a pile behind the bridge abutment, and a truss transition section structure. The pile behind the bridge abutment is disposed behind the bridge abutment. The truss transition section comprises a reinforced concrete horizontal plate, a reinforced concrete diagonal brace plate and a reinforced concrete truss member. The reinforced concrete horizontal plate is connected with the upper end of the pile behind the bridge abutment through hinging bolts, the reinforced concrete diagonal brace plate is connected with the lower end of the pile behind the bridge abutment through hinging bolts, and the other end of the reinforced concrete horizontal plate is connected with the other end of the reinforced concrete diagonal brace plate through hinging bolts. The reinforced concrete horizontal plate, the pile behind the bridge abutment and the reinforced concrete diagonal brace plate form a cavity, and the reinforced concrete truss member is mounted in the cavity. The reinforced concrete diagonal brace plate clings and is fixed to the roadbed body. Problem of settling difference caused by rigidity difference between abnormal structures in traffic lines can be solved by using the structure provided in the invention. The transition section structure between the pile behind the bridge abutment and the truss is suitable for transition between a tunnel culvert and the roadbed, too.
Pile truss combined type bridge-road transition section structure independent of bridge abutment
HUANG ZHIJUN (Autor:in) / ZHAO YANXU (Autor:in) / WANG XIAOSHE (Autor:in) / CHEN XIANGJUN (Autor:in) / YAO LU (Autor:in) / ZHANG JIE (Autor:in) / WEI CUNLAN (Autor:in) / PAN LIANG (Autor:in) / CHEN ZHIQIANG (Autor:in) / XIA XIAOWEI (Autor:in)
11.11.2015
Patent
Elektronische Ressource
Englisch
IPC:
E01D
BRIDGES
,
Brücken
Combined truss type bridge-road transition section structure integrated with bridge abutment
Europäisches Patentamt | 2015
|Europäisches Patentamt | 2015
|Europäisches Patentamt | 2015
|Europäisches Patentamt | 2015
|Europäisches Patentamt | 2015
|