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Construction method of gravity type road and bridge integrated overhanging foot bridge in limited space
The invention discloses a construction method of a gravity type road and bridge integrated overhanging foot bridge in a limited space, and relates to construction of a pedestrian overpass with a river-crossing bridge underneath passing and transverse passing, the construction method comprises the following steps: (1) counterweight block construction: slope protection is excavated at river embankment slope protection parts at two sides of the crossing direction of the river-crossing bridge respectively, and counterweight block steel bars are bound at the excavation parts; (2) erecting a support frame and a template: arranging an overhanging part connected with balancing weights on the two sides at the underpass of the river-crossing bridge, and erecting an overhanging part support frame; (3) binding a reinforcement cage: extending one ends of the reinforcements and integrally binding the reinforcements with upper reinforcements of the balancing weight reinforcements; (4) mold closing is conducted, specifically, a balancing weight mold plate and a cantilever end mold plate which are used for concrete pouring are erected; (5) concrete pouring and demolding are conducted, specifically, integrated concrete pouring is conducted on the enclosed pouring space, and demolding is conducted after forming; the balance weight foundation and the cantilever platform can be formed in a one-time pouring mode, construction operation can be completed in a limited space, and the problem that the safety of an existing building is affected is solved.
本发明公开了一种受限空间内重力式路桥一体悬挑人行桥施工工法,涉及跨河桥下穿横向通行的人行天桥施工,包括以下步骤,(1)配重块施工:在跨河桥横穿方向的两侧河堤护坡处分别开挖护坡,并在开挖处绑扎配重块钢筋;(2)搭设支撑架及模板:在跨河桥下穿处设置连接两侧配重块的悬挑部,搭设悬挑部支撑架;(3)绑扎钢筋骨架:将钢筋一端延伸与配重块钢筋的上部钢筋一体绑扎;(4)合模:搭设用于混凝土浇筑的配重块模板及悬挑端模板;(5)混凝土浇筑及脱模:对围合的浇筑空间进行一体混凝土浇筑,成型后脱模;本发明中的配重基础及悬挑平台可一次性浇筑成型,能够在受限空间内完成施工作业,不会对既有建筑造成安全性影响的问题。
Construction method of gravity type road and bridge integrated overhanging foot bridge in limited space
The invention discloses a construction method of a gravity type road and bridge integrated overhanging foot bridge in a limited space, and relates to construction of a pedestrian overpass with a river-crossing bridge underneath passing and transverse passing, the construction method comprises the following steps: (1) counterweight block construction: slope protection is excavated at river embankment slope protection parts at two sides of the crossing direction of the river-crossing bridge respectively, and counterweight block steel bars are bound at the excavation parts; (2) erecting a support frame and a template: arranging an overhanging part connected with balancing weights on the two sides at the underpass of the river-crossing bridge, and erecting an overhanging part support frame; (3) binding a reinforcement cage: extending one ends of the reinforcements and integrally binding the reinforcements with upper reinforcements of the balancing weight reinforcements; (4) mold closing is conducted, specifically, a balancing weight mold plate and a cantilever end mold plate which are used for concrete pouring are erected; (5) concrete pouring and demolding are conducted, specifically, integrated concrete pouring is conducted on the enclosed pouring space, and demolding is conducted after forming; the balance weight foundation and the cantilever platform can be formed in a one-time pouring mode, construction operation can be completed in a limited space, and the problem that the safety of an existing building is affected is solved.
本发明公开了一种受限空间内重力式路桥一体悬挑人行桥施工工法,涉及跨河桥下穿横向通行的人行天桥施工,包括以下步骤,(1)配重块施工:在跨河桥横穿方向的两侧河堤护坡处分别开挖护坡,并在开挖处绑扎配重块钢筋;(2)搭设支撑架及模板:在跨河桥下穿处设置连接两侧配重块的悬挑部,搭设悬挑部支撑架;(3)绑扎钢筋骨架:将钢筋一端延伸与配重块钢筋的上部钢筋一体绑扎;(4)合模:搭设用于混凝土浇筑的配重块模板及悬挑端模板;(5)混凝土浇筑及脱模:对围合的浇筑空间进行一体混凝土浇筑,成型后脱模;本发明中的配重基础及悬挑平台可一次性浇筑成型,能够在受限空间内完成施工作业,不会对既有建筑造成安全性影响的问题。
Construction method of gravity type road and bridge integrated overhanging foot bridge in limited space
一种受限空间内重力式路桥一体悬挑人行桥施工工法
CHEN YANG (Autor:in) / SUN TAO (Autor:in) / LIU SHIYAN (Autor:in) / ZHANG YU (Autor:in) / HAN YAOWEI (Autor:in) / CHEN LI (Autor:in) / YU ZEQIANG (Autor:in) / WANG JUNHUI (Autor:in)
06.01.2023
Patent
Elektronische Ressource
Chinesisch
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