Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of CRTS III plate type ballastless track
The invention discloses a construction method of a CRTS III plate type ballastless track and belongs to the technical field of ballastless tracks. The construction method of the CRTS III plate type ballastless track comprises the following steps: building a track control network; implementing on-site paving construction of a roadbed supporting layer or an over-bridge base; paving a middle isolating layer and steel bar meshes on the supporting layer or the base; primarily regulating and placing an III type track plate; precisely regulating and placing; pouring a self-compacting concrete layer. According to the construction method disclosed by the invention, the ratio of base concrete to the self-compacting concrete and subsequent maintenance measures are controlled, and cracks of the base concrete and floating mortar air bubbles of the self-compacting concrete are controlled to ensure that the base concrete and the self-compacting concrete can be poured in all seasons without being affected by environmental temperature changes; during construction, precision requirements on construction measurement and track plate location are extremely high; process control is extremely strict, so that high comfort of a train in running can be better guaranteed.
Construction method of CRTS III plate type ballastless track
The invention discloses a construction method of a CRTS III plate type ballastless track and belongs to the technical field of ballastless tracks. The construction method of the CRTS III plate type ballastless track comprises the following steps: building a track control network; implementing on-site paving construction of a roadbed supporting layer or an over-bridge base; paving a middle isolating layer and steel bar meshes on the supporting layer or the base; primarily regulating and placing an III type track plate; precisely regulating and placing; pouring a self-compacting concrete layer. According to the construction method disclosed by the invention, the ratio of base concrete to the self-compacting concrete and subsequent maintenance measures are controlled, and cracks of the base concrete and floating mortar air bubbles of the self-compacting concrete are controlled to ensure that the base concrete and the self-compacting concrete can be poured in all seasons without being affected by environmental temperature changes; during construction, precision requirements on construction measurement and track plate location are extremely high; process control is extremely strict, so that high comfort of a train in running can be better guaranteed.
Construction method of CRTS III plate type ballastless track
ZHAO ZHI (Autor:in) / XIE LUGAO (Autor:in) / QIN RUIQIAN (Autor:in) / WANG ZHIYONG (Autor:in) / GONG SIKUN (Autor:in) / BAI KUNHUA (Autor:in) / MEI HONG (Autor:in) / ZHAO DAIQIANG (Autor:in) / WAN YI (Autor:in) / SONG DEPEI (Autor:in)
01.04.2015
Patent
Elektronische Ressource
Englisch
IPC:
E01B
PERMANENT WAY
,
Gleisoberbau
Fabricated CRTS III plate-type ballastless track structure and construction method
Europäisches Patentamt | 2023
|Limiting device of magnetic type CRTS III type ballastless track plate and construction method
Europäisches Patentamt | 2023
|Deviation rectifying method for CRTS III type plate ballastless track structure
Europäisches Patentamt | 2020
|