Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Simply supported steel-concrete composite beam hogging moment area bridge deck longitudinal continuous structure and construction method thereof
The invention belongs to the field of bridge construction, and particularly relates to a simply supported steel-concrete composite beam hogging moment area bridge deck longitudinal continuous structure and a construction method thereof. The structure comprises a positive bending moment area bridge deck slab, steel beams, a negative bending moment area concrete connecting plate, shearing force connecting pieces, a non-combination structure, a bent cap, negative bending moment area longitudinal steel bars and positive bending moment area longitudinal steel bars. The positive bending moment areabridge deck slab and the steel beams form a combined structure to be stressed together; the hogging moment area concrete connecting plate is made of a high-performance concrete material and is arranged above two adjacent steel beams in a spanning manner, and constraint between the steel beams and the bridge deck slab is released through the non-combination structure; and the concrete connecting plate in the hogging moment area is connected with the steel beams through the shearing force connecting pieces at the combining section, and is separated and debonded from the steel beam through waterproof materials such as linoleum and the like at the non-combining section. The rigidity of the continuous section is reduced by releasing the constraint between the bridge deck slab and the steel beams at the support, so that the stress of the bridge deck slab in the hogging moment area is reduced, and the durability and the driving comfort of the bridge are improved.
本发明属于桥梁建设领域，具体涉及一种简支钢混组合梁负弯矩区桥面板纵向连续构造及施工方法。包括正弯矩区桥面板、钢梁、负弯矩区混凝土连接板、剪力连接件、非结合构造、盖梁、负弯矩区纵向钢筋、正弯矩区纵向钢筋；正弯矩区桥面板与钢梁形成组合结构共同受力；负弯矩区混凝土连接板采用高性能混凝土材料，跨设在两个相邻的钢梁的上方，通过非结合构造释放钢梁与桥面板之间的约束；负弯矩区混凝土连接板在结合段与钢梁通过剪力连接件连接，在非结合段与钢梁之间用油毡等防水材料进行分隔脱粘。本发明通过释放支座处桥面板与钢梁之间约束的方式减小了连续段的刚度，从而降低了负弯矩区桥面板的应力，提高了桥梁的耐久性能和行车舒适性。
Simply supported steel-concrete composite beam hogging moment area bridge deck longitudinal continuous structure and construction method thereof
The invention belongs to the field of bridge construction, and particularly relates to a simply supported steel-concrete composite beam hogging moment area bridge deck longitudinal continuous structure and a construction method thereof. The structure comprises a positive bending moment area bridge deck slab, steel beams, a negative bending moment area concrete connecting plate, shearing force connecting pieces, a non-combination structure, a bent cap, negative bending moment area longitudinal steel bars and positive bending moment area longitudinal steel bars. The positive bending moment areabridge deck slab and the steel beams form a combined structure to be stressed together; the hogging moment area concrete connecting plate is made of a high-performance concrete material and is arranged above two adjacent steel beams in a spanning manner, and constraint between the steel beams and the bridge deck slab is released through the non-combination structure; and the concrete connecting plate in the hogging moment area is connected with the steel beams through the shearing force connecting pieces at the combining section, and is separated and debonded from the steel beam through waterproof materials such as linoleum and the like at the non-combining section. The rigidity of the continuous section is reduced by releasing the constraint between the bridge deck slab and the steel beams at the support, so that the stress of the bridge deck slab in the hogging moment area is reduced, and the durability and the driving comfort of the bridge are improved.
本发明属于桥梁建设领域，具体涉及一种简支钢混组合梁负弯矩区桥面板纵向连续构造及施工方法。包括正弯矩区桥面板、钢梁、负弯矩区混凝土连接板、剪力连接件、非结合构造、盖梁、负弯矩区纵向钢筋、正弯矩区纵向钢筋；正弯矩区桥面板与钢梁形成组合结构共同受力；负弯矩区混凝土连接板采用高性能混凝土材料，跨设在两个相邻的钢梁的上方，通过非结合构造释放钢梁与桥面板之间的约束；负弯矩区混凝土连接板在结合段与钢梁通过剪力连接件连接，在非结合段与钢梁之间用油毡等防水材料进行分隔脱粘。本发明通过释放支座处桥面板与钢梁之间约束的方式减小了连续段的刚度，从而降低了负弯矩区桥面板的应力，提高了桥梁的耐久性能和行车舒适性。
Simply supported steel-concrete composite beam hogging moment area bridge deck longitudinal continuous structure and construction method thereof
简支钢混组合梁负弯矩区桥面板纵向连续构造及施工方法
12.03.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
| Europäisches Patentamt | 2021
| Europäisches Patentamt | 2021
Bridge simply supported-continuous hogging moment tensioning trolley
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2023
Structure for hogging moment area of steel-concrete composite continuous beam bridge
| Europäisches Patentamt | 2021