The application discloses a kind of construction methods for reducing existing railway
pier cap, comprising the following steps: S1, in the range of existing
pile foundation, construction new
pile foundation is added;Construction newly-built cap;S2, construction first-pouring part of lengthening
pier body;Construction
support system on newly-built cap;S3, according to design requirements, simultaneously apply jacking force of jacking equipment to
support system to tighten existing cap;S4,
cut off the connection between existing
pile foundation and existing cap, then simultaneously apply jacking force of jacking equipment, remove the stress of
support system;S5, remove support
system and existing pile body above the top surface of newly-built cap,
cut off the excess part of existing cap;S6, on the
cut-off surface of existing
pier body and excess part of existing cap,
plant reinforcement, construction outer
package post-cast part of lengthening pier body.The application uses existing cap, existing pile foundation and newly-built cap with reduced new pile foundation, lengthening pier body to carry out two
stress system conversions, instead of the construction of temporary portal pier, reduce
engineering quantity and construction difficulty.