EP4350074A1 - Structure de rail préfabriquée pour section de logement de pompe intégrée dans le transport ferroviaire et procédé de construction - Google Patents

Structure de rail préfabriquée pour section de logement de pompe intégrée dans le transport ferroviaire et procédé de construction Download PDF

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Publication number
EP4350074A1
EP4350074A1 EP23800304.0A EP23800304A EP4350074A1 EP 4350074 A1 EP4350074 A1 EP 4350074A1 EP 23800304 A EP23800304 A EP 23800304A EP 4350074 A1 EP4350074 A1 EP 4350074A1
Authority
EP
European Patent Office
Prior art keywords
prefabricated
shaped
track plate
plate
shaped track
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
EP23800304.0A
Other languages
German (de)
English (en)
Inventor
Peng Chen
Xiuren YANG
Jianzhong Wu
Shouwei Xu
Yuzhen DUAN
Hongliang Zhang
Daxin SUN
Beibei ZHAI
Lei JIAO
Guan LIU
Jingmin Li
Yu Zhu
Haibin Duan
Wei Li
Guangming Zhang
Kai Kang
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Urban Construction Design And Development Group Co Ltd
Beijing Urban Construction Design and Development Group Co Ltd
Original Assignee
Beijing Urban Construction Design And Development Group Co Ltd
Beijing Urban Construction Design and Development Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Urban Construction Design And Development Group Co Ltd, Beijing Urban Construction Design and Development Group Co Ltd filed Critical Beijing Urban Construction Design And Development Group Co Ltd
Publication of EP4350074A1 publication Critical patent/EP4350074A1/fr
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/008Drainage of track
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • E01B2/003Arrangement of tracks on bridges or in tunnels
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005Making of concrete parts of the track in situ
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/16Transporting, laying, removing, or replacing rails; Moving rails placed on sleepers in the track
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06Gully gratings
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/22Adaptations of pumping plants for lifting sewage

Definitions

  • the invention relates to the technical field of building engineering, in particular to prefabricated track structure for built-in pump room section of rail transit and construction method therefor.
  • ballast beds are widely used in built-in pump room section of rail transit, with problems such as poor construction quality, large manpower consumption, slow construction speed, and poor precision of reserved water pipes, resulting in frequent water accumulation and poor durability of the ballast bed. Further, the track bed is prone to problems such as falling blocks, cracks, voids, and heavy maintenance and repair workload after operation.
  • inventors of the present invention researched and designed a prefabricated track structure for built-in pump room section of rail transit and construction method therefor, through carefully research and design, and comprehensive long-term experience and achievements in related industries for many years, to overcome the above-mentioned defects.
  • An object of the invention is to provide a prefabricated track structure and construction method for built-in pump room section of rail transit, which can effectively solve the existing technical problems such as poor construction quality, large manpower consumption, slow construction speed, and poor precision of reserved water pipes, resulting in frequent water accumulation and poor durability of the ballast bed, and that the existing track bed is prone to problems such as falling blocks, cracks, voids, and heavy maintenance and repair workload after operation.
  • the present invention discloses a prefabricated track structure for built-in pump room section of rail transit, which comprises rails, fasteners, a prefabricated I-shaped track plate and a filling adjustment layer, sequentially from top to bottom.
  • Said rail is fixed on the upper surface of the prefabricated I-shaped track plate through the fasteners on both sides, and the lower part of the prefabricated I-shaped track plate is provided with a filling adjustment layer, characterized in that:
  • the prefabricated I-shaped track plate includes a rail bearing platform and a prefabricated plate, which are formed in one piece, the plane of the prefabricated I-shaped track plate is an I-shaped structure, the middle of which is connected with a beam, and two ends of the beam in the middle are U-shaped openings, thereby forming a U-shaped catchment pit in the middle, section of the prefabricated I-shaped track plate is polygonal, and lower surface of both sides is provided with a slope surface structure to enhance the adaptability to the tunnel section, the filling adjustment layer are filled between bottom of
  • Plate side of the prefabricated I-shaped track plate is respectively provided with a lifting sleeve
  • the present invention further discloses a construction method for a prefabricated track structure construction method for built-in pump room section of rail transit, comprising following steps:
  • the prefabricated track structure for built-in pump room section of rail transit and construction method therefor of the present invention shows following advantages:
  • FIG. 1 and 2 the prefabricated track structure for built-in pump room section of rail transit according to an embodiment of the present invention is shown.
  • the prefabricated track structure for built-in pump room section of rail transit includes steel rails 1, fasteners 2, prefabricated I-shaped track plates 3 and filling adjustment layer 7 from top to bottom.
  • the steel rails 1 is fixed on the upper surface of the prefabricated I-shaped track plates 3 through the fasteners 2 on both sides.
  • a filling adjustment layer 7 is provided below the prefabricated I-shaped track plates 3.
  • the prefabricated I-shaped track plates 3 includes a rail bearing platform and a prefabricated plate, both of which are formed in one piece.
  • the plane of the prefabricated I-shaped track plates 3 is an I-shaped structure (as shown in the top view of Fig.
  • both ends of the crossbeam in the middle are U-shaped openings, thereby forming a U-shaped catchment pit in the middle.
  • the section of the prefabricated I-shaped track plates 3 is polygonal, and the lower surfaces on both sides are provided with slope surface structures to enhance the adaptability to the tunnel section.
  • the prefabricated I-shaped track plates 3 is connected by a crossbeam and with I-shaped appearance, the filling adjustment layer 7 is only poured in the lower part of the I-shaped structure and is not poured within the range of U-shaped openings at both ends of the crossbeam.
  • equipment such as pumping pump can be set up within the scope of the U-shaped structure.
  • An adjustment layer 7 are filled between the bottom of the prefabricated I-shaped track plates 3 and the shield pipe segment.
  • the filling adjustment layer 7 is made of steel fiber reinforced fine stone concrete.
  • the plate sides of the prefabricated I-shaped track plates 3 are respectively provided with lifting sleeves 5 for fixing the prefabricated I-shaped track plates 3.
  • the top surface of the U-shaped opening of the prefabricated I-shaped track plates 3 is provided with a ditch cover plate 4, which is used for patrol personnel walking or evacuation in case of emergency.
  • Both of a joint between the prefabricated I-shaped track plates 3 and the filling adjustment layer 7, and a joint between the filling adjustment layer 7 and the shield segment are provided with sealed waterproof materials 6 for sealing.
  • the bottom of a filling adjustment layer under a middle beam of the prefabricated I-shaped track plate is pre-embedded with a water pipe 9 so that the U-shaped catchment pits 8 are connected with each other.
  • the range of the shield segment at the bottom of the prefabricated I-shaped track plates 3 can be reserved for or implanted with steel bar to strengthen the connection between the track bed and the shield segment.
  • the filling adjustment layer can be made with material of steel fiber reinforced fine stone concrete, self-compacting concrete or special mortar and so on, with good fluidity.
  • the plate side or the upper surface of the prefabricated I-shaped track plates 3 is provided with a lifting sleeve and other devices for hoisting or fixing the track plate.
  • the water pipe can be round or polygonal shape.
  • the invention is used in the rail transit field to replace the traditional cast-in-place built-in pump room roadbed, and has advantages of simple construction procedure, fast construction speed, high construction precision, low labor intensity, good aesthetics, good durability and the like. It is consistent with expectations of environmental protection, high efficiency and disease reduction of the current rail transit, and has great social benefits.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Road Paving Structures (AREA)
EP23800304.0A 2022-08-26 2023-05-22 Structure de rail préfabriquée pour section de logement de pompe intégrée dans le transport ferroviaire et procédé de construction Pending EP4350074A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202211030155.0A CN115613398B (zh) 2022-08-26 2022-08-26 轨道交通内置式泵房地段用预制轨道结构及施工方法
PCT/CN2023/095517 WO2024041054A1 (fr) 2022-08-26 2023-05-22 Structure de rail préfabriquée pour section de logement de pompe intégrée dans le transport ferroviaire et procédé de construction

Publications (1)

Publication Number Publication Date
EP4350074A1 true EP4350074A1 (fr) 2024-04-10

Family

ID=84856839

Family Applications (1)

Application Number Title Priority Date Filing Date
EP23800304.0A Pending EP4350074A1 (fr) 2022-08-26 2023-05-22 Structure de rail préfabriquée pour section de logement de pompe intégrée dans le transport ferroviaire et procédé de construction

Country Status (3)

Country Link
EP (1) EP4350074A1 (fr)
CN (1) CN115613398B (fr)
WO (1) WO2024041054A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115613398B (zh) * 2022-08-26 2023-10-10 北京城建设计发展集团股份有限公司 轨道交通内置式泵房地段用预制轨道结构及施工方法

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6316101B2 (ja) * 2014-06-03 2018-04-25 大成建設株式会社 鉄道車両用軌道とその施工方法
CN205474612U (zh) * 2016-03-01 2016-08-17 北京城建设计发展集团股份有限公司 一种城市轨道交通用h型预制轨道板
CN210561479U (zh) * 2019-08-06 2020-05-19 中铁工程设计咨询集团有限公司 一种用于地铁内置式泵房的板式道床结构
CN214362569U (zh) * 2020-12-07 2021-10-08 中铁上海设计院集团有限公司 一种城市轨道交通用的内置泵房处预制道床结构
CN215329049U (zh) * 2021-08-05 2021-12-28 中铁二院工程集团有限责任公司 一种整体道床内设排水泵站的轨道结构
CN114183197A (zh) * 2021-11-15 2022-03-15 粤水电建筑安装建设有限公司 一种城市轨道交通区间隧道用内置式泵房
CN114808555B (zh) * 2022-06-17 2023-11-28 中铁上海设计院集团有限公司 一种预制框架板及其应用方法
CN115613398B (zh) * 2022-08-26 2023-10-10 北京城建设计发展集团股份有限公司 轨道交通内置式泵房地段用预制轨道结构及施工方法

Also Published As

Publication number Publication date
CN115613398B (zh) 2023-10-10
WO2024041054A1 (fr) 2024-02-29
CN115613398A (zh) 2023-01-17

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