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A platform for research: civil engineering, architecture and urbanism
Real-time monitoring type three-support structure synchronous construction method
The invention relates to the technical field of tunnel construction, and discloses a real-time monitoring type three-support structure synchronous construction method. The technical problem that in the prior art, after tunnel lining and tunnel excavation are synchronously implemented, rail equipment is not high in reliability and cannot sense replacement in time is solved. The construction method comprises the following construction steps: tunnel excavation, inverted arch lining processing, synchronous construction of inverted arch bearing platform lining support and tunneling of a tunnel boring machine, and assembly and displacement of a side and top arch lining trolley. The tunnel lining and tunnel excavation are synchronously implemented, the excavation and lining speed is reasonably regulated and controlled, and the tunnel lining and excavation method has the advantages that the long and large tunnel construction period is shortened, the tunnel lining quality is improved, and the service life of track equipment is prolonged.
本发明涉及隧道施工技术领域，公开了一种实时监控式三支护结构同步施工方法。旨在解决现有技术中隧道衬砌与隧道开挖同步实施后，轨道设备可靠性不高又无法及时感知更换的技术问题。本发明施工步骤包括:隧道开挖、仰拱衬砌加工、仰拱承台衬砌支护和隧道掘进机掘进同步施工、边顶拱衬砌台车的组装和位移。本发明实现了隧道衬砌与隧道开挖同步实施，合理调控开挖与衬砌速度，具有缩短长大隧道施工工期、提升隧道衬砌质量、延长轨道设备使用寿命等优点。
Real-time monitoring type three-support structure synchronous construction method
The invention relates to the technical field of tunnel construction, and discloses a real-time monitoring type three-support structure synchronous construction method. The technical problem that in the prior art, after tunnel lining and tunnel excavation are synchronously implemented, rail equipment is not high in reliability and cannot sense replacement in time is solved. The construction method comprises the following construction steps: tunnel excavation, inverted arch lining processing, synchronous construction of inverted arch bearing platform lining support and tunneling of a tunnel boring machine, and assembly and displacement of a side and top arch lining trolley. The tunnel lining and tunnel excavation are synchronously implemented, the excavation and lining speed is reasonably regulated and controlled, and the tunnel lining and excavation method has the advantages that the long and large tunnel construction period is shortened, the tunnel lining quality is improved, and the service life of track equipment is prolonged.
本发明涉及隧道施工技术领域，公开了一种实时监控式三支护结构同步施工方法。旨在解决现有技术中隧道衬砌与隧道开挖同步实施后，轨道设备可靠性不高又无法及时感知更换的技术问题。本发明施工步骤包括:隧道开挖、仰拱衬砌加工、仰拱承台衬砌支护和隧道掘进机掘进同步施工、边顶拱衬砌台车的组装和位移。本发明实现了隧道衬砌与隧道开挖同步实施，合理调控开挖与衬砌速度，具有缩短长大隧道施工工期、提升隧道衬砌质量、延长轨道设备使用寿命等优点。
Real-time monitoring type three-support structure synchronous construction method
实时监控式三支护结构同步施工方法
YANG YANDONG (author) / ZENG CHUIGANG (author) / LIU WANLIN (author) / HE YAO (author) / ZHOU JIANJUN (author) / XU HAIFENG (author) / LU GAOMING (author) / LI SHUAIYUAN (author) / XU ZIWEN (author) / LIU CHAOYIN (author)
2023-07-28
Patent
Electronic Resource
Chinese
IPC:
E21D
SHAFTS
,
Schächte
/
B61D
Einzelheiten oder Arten des Wagenaufbaus von Eisenbahnfahrzeugen
,
BODY DETAILS OR KINDS OF RAILWAY VEHICLES
/
E01B
PERMANENT WAY
,
Gleisoberbau
/
G01D
MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE
,
Anzeigen oder Aufzeichnen in Verbindung mit Messen allgemein
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