WO2020119695A1 - New low-cost railway viaduct - Google Patents

New low-cost railway viaduct Download PDF

Info

Publication number
WO2020119695A1
WO2020119695A1 PCT/CN2019/124406 CN2019124406W WO2020119695A1 WO 2020119695 A1 WO2020119695 A1 WO 2020119695A1 CN 2019124406 W CN2019124406 W CN 2019124406W WO 2020119695 A1 WO2020119695 A1 WO 2020119695A1
Authority
WO
WIPO (PCT)
Prior art keywords
railway
beams
cost
components
connecting rods
Prior art date
Application number
PCT/CN2019/124406
Other languages
French (fr)
Chinese (zh)
Inventor
江洪
Original Assignee
江洪
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 江洪 filed Critical 江洪
Publication of WO2020119695A1 publication Critical patent/WO2020119695A1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/30—Metal

Definitions

  • the invention relates to the field of transportation.
  • the object of the present invention is to provide a new type of low-cost railway viaduct.
  • the above-mentioned railway is composed of rails 1, longitudinal beams 2, transverse beams 3, columns 4, truss 5, pile foundation 6, longitudinal beam connecting rods 7, as shown in FIG.
  • the load-bearing brackets composed of uprights and beams are H-shaped (as shown in Figure 2) and T-shaped (as shown in Figure 3).
  • the above-mentioned railway is composed of rails 1, longitudinal beams 2, transverse beams 3, columns 4, truss 5, pile foundation 6, longitudinal beam connecting rods 7, as shown in FIG.
  • the load-bearing brackets composed of uprights and beams are H-shaped (as shown in Figure 2) and T-shaped (as shown in Figure 3).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The purpose of the present invention is to provide a new low-cost railway viaduct. Said railway viaduct consists of railway tracks (1), stringers (2), cross beams (3), vertical columns (4), a truss (5), pile foundations (6), and stringer connecting rods (7). Except the pile foundations (6), all other components are steel components and contain no reinforced concrete structures, thereby achieving low cost, rapid construction, and zero pollution. The load-bearing frame formed by the vertical columns (4) and cross beams (3) have H-shape and T-shape. Two stringers (2) are connected with stringer connecting rods (7) therebetween, thereby ensuring precise gaps between railway tracks (1) and safe train travel.

Description

[根据细则91更正 28.02.2020]　一种低成本铁路高架桥[Corrected according to Rule 91 28.02.2020] 　 A low-cost railway viaduct 技术领域Technical field
本发明涉及交通运输领域。The invention relates to the field of transportation.
背景技术Background technique
没有类似技术。There is no similar technology.
发明内容Summary of the invention
本发明的目的是提供一种新型低成本铁路高架桥。The object of the present invention is to provide a new type of low-cost railway viaduct.
上述铁路由铁轨1、纵梁2、横梁3、立柱4、桁架5、桩基6、纵梁连杆7组成，如图1所示。The above-mentioned railway is composed of rails 1, longitudinal beams 2, transverse beams 3, columns 4, truss 5, pile foundation 6, longitudinal beam connecting rods 7, as shown in FIG.
除桩基6之外，其他所有构件均为钢构件，无钢筋水泥结构，实现了低造价、快施工、零污染。Except for the pile foundation 6, all other components are steel components without reinforced concrete structure, which realizes low cost, fast construction and zero pollution.
由立柱与横梁组成的承重支架有H型(如图2所示)及T型(如图3所示)。The load-bearing brackets composed of uprights and beams are H-shaped (as shown in Figure 2) and T-shaped (as shown in Figure 3).
[根据细则91更正 28.02.2020]　
二条纵梁2之间有纵梁连杆7连接(如图4所示)，保证铁轨间距精确，列车安全。
[Correction of 28.02.2020 in accordance with Rule 91]
There is a longitudinal beam connecting rod 7 connected between the two longitudinal beams 2 (as shown in FIG. 4) to ensure the precise spacing between the rails and the safety of the train.
具体实施方式detailed description
上述铁路由铁轨1、纵梁2、横梁3、立柱4、桁架5、桩基6、纵梁连杆7组成，如图1所示。The above-mentioned railway is composed of rails 1, longitudinal beams 2, transverse beams 3, columns 4, truss 5, pile foundation 6, longitudinal beam connecting rods 7, as shown in FIG.
除桩基6之外，其他所有构件均为钢构件，无钢筋水泥结构，实现了低造价、快施工、零污染。Except for the pile foundation 6, all other components are steel components without reinforced concrete structure, which realizes low cost, fast construction and zero pollution.
由立柱与横梁组成的承重支架有H型(如图2所示)及T型(如图3所示)。The load-bearing brackets composed of uprights and beams are H-shaped (as shown in Figure 2) and T-shaped (as shown in Figure 3).
[根据细则91更正 28.02.2020]　
二条纵梁2之间有纵梁连杆7连接(如图4所示)，保证铁轨间距精确，列车安全。
[Correction of 28.02.2020 in accordance with Rule 91]
There is a longitudinal beam connecting rod 7 connected between the two longitudinal beams 2 (as shown in FIG. 4) to ensure the precise spacing between the rails and the safety of the train.

Claims (5)

  1. [根据细则91更正 28.02.2020]　
    本发明的目的是提供一种新成本铁路高架桥。     [Correction of 28.02.2020 in accordance with Rule 91]
    The object of the present invention is to provide a new cost railway viaduct.
  2. 上述铁路由铁轨1、纵梁2、横梁3、立柱4、桁架5、桩基6、纵梁连杆7组成，如图1所示。The above-mentioned railway is composed of rails 1, longitudinal beams 2, transverse beams 3, columns 4, truss 5, pile foundation 6, longitudinal beam connecting rods 7, as shown in FIG.
  3. 除桩基6之外，其他所有构件均为钢构件，无钢筋水泥结构，实现了低造价、快施工、零污染。Except for the pile foundation 6, all other components are steel components without reinforced concrete structure, which realizes low cost, fast construction and zero pollution.
  4. 由立柱与横梁组成的承重支架有H型(如图2所示)及T型(如图3所示)。The load-bearing brackets composed of uprights and beams are H-shaped (as shown in Figure 2) and T-shaped (as shown in Figure 3).
  5. 二条纵梁2之间有纵梁连杆7连接，保证铁轨间距精确，列车安全。The longitudinal beam connecting rod 7 is connected between the two longitudinal beams 2 to ensure the precise spacing between the rails and the safety of the train.
PCT/CN2019/124406 2018-12-10 2019-12-10 New low-cost railway viaduct WO2020119695A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201822058736 2018-12-10
CN201822058736.0 2018-12-10

Publications (1)

Publication Number Publication Date
WO2020119695A1 true WO2020119695A1 (en) 2020-06-18

Family

ID=71075936

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2019/124406 WO2020119695A1 (en) 2018-12-10 2019-12-10 New low-cost railway viaduct

Country Status (1)

Country Link
WO (1) WO2020119695A1 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1213724A (en) * 1998-09-08 1999-04-14 路福昌 Fast-mounting highway, railway and river automotive bridge
CN201024364Y (en) * 2006-10-23 2008-02-20 钟宝驹 Combined girder structure passage for pedestrian and vehicle
CN201241309Y (en) * 2008-08-07 2009-05-20 上海市城市建设设计研究院 Steel tube beam viaduct
KR101693660B1 (en) * 2016-05-30 2017-01-11 (주)신흥이앤지 Supporting structure of walking way in facility for viewing natural scene
CN107053136A (en) * 2017-03-27 2017-08-18 新兴县博腾科技有限公司 A kind of high speed truss manipulator

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1213724A (en) * 1998-09-08 1999-04-14 路福昌 Fast-mounting highway, railway and river automotive bridge
CN201024364Y (en) * 2006-10-23 2008-02-20 钟宝驹 Combined girder structure passage for pedestrian and vehicle
CN201241309Y (en) * 2008-08-07 2009-05-20 上海市城市建设设计研究院 Steel tube beam viaduct
KR101693660B1 (en) * 2016-05-30 2017-01-11 (주)신흥이앤지 Supporting structure of walking way in facility for viewing natural scene
CN107053136A (en) * 2017-03-27 2017-08-18 新兴县博腾科技有限公司 A kind of high speed truss manipulator

Similar Documents

Publication Publication Date Title
CN107354856B (en) Steel-concrete composite beam of groove-type upper flange plate
CN103321113B (en) The fast method for preparing of different size and shaped tracks beam
CN101550769B (en) Movable trestle
CN103938538A (en) Railroad bridge evacuation platform
WO2017101767A1 (en) Double-track beam for magnetic-levitation rail-wrap-type rail transit
WO2017101769A1 (en) Double-track beam for magnetic-levitation rail-wrap-type rail transit
CN203559333U (en) Steel truss-channel girder combined bridge structure of railway
CN103395690A (en) Light-weight solid-web I-shaped steel crane girder
WO2020119695A1 (en) New low-cost railway viaduct
WO2020253099A1 (en) Assembled partially filled combined frame-support structure and construction method therefor
CN105648894A (en) Grand bridge
CN207828711U (en) A kind of straddle-type monorail composite bridge
CN104894983A (en) Recovery steel beam for high-speed railways
RU189937U1 (en) CONSTRUCTION OF A LIGHTWAY FLIGHT STRUCTURE REMOTE OF REM - 500
CN107881911A (en) Spacing timber regulation system and its erection method at rail traffic bridge girder steel beam seam
CN201363154Y (en) Mobile trestle bridge
CN206319463U (en) A kind of floor system framework and floor system
CN106760100A (en) A kind of floor system framework and floor system
CN203428753U (en) Light-weight solid-web I-shaped steel crane girder
CN103243805A (en) Lateral-load resisting structure for large-span concrete beam and plate building
CN206902572U (en) Construction mould bases
CN203229863U (en) Large-span plate girder bridge frame
CN105220775B (en) A kind of real abdomen girder steel factory building columns top node of individual layer
Wu et al. China's first road‐cum‐railway suspension bridge with rigid‐cables of three main stiffening frames in parallel: The two‐storey Jinan Yellow River Bridge
CN205088560U (en) Joint construction of railway continuous beam - hunch combination bridge girder and arch rib

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19897457

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 03/11/2021)

122 Ep: pct application non-entry in european phase

Ref document number: 19897457

Country of ref document: EP

Kind code of ref document: A1