CN106394565A - Three-dimensional compound traffic system - Google Patents

Three-dimensional compound traffic system Download PDF

Info

Publication number
CN106394565A
CN106394565A CN201611012455.0A CN201611012455A CN106394565A CN 106394565 A CN106394565 A CN 106394565A CN 201611012455 A CN201611012455 A CN 201611012455A CN 106394565 A CN106394565 A CN 106394565A
Authority
CN
China
Prior art keywords
connecting plate
pier
pier cap
transport system
described connecting
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
CN201611012455.0A
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Chinese (zh)
Inventor
苟文婧
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.)
Sichuan Tang empty iron Technology Co. Ltd.
Original Assignee
Zhongtang Air Railway 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 Zhongtang Air Railway Group Co Ltd filed Critical Zhongtang Air Railway Group Co Ltd
Priority to CN201611012455.0A priority Critical patent/CN106394565A/en
Publication of CN106394565A publication Critical patent/CN106394565A/en
Priority to PCT/CN2017/105485 priority patent/WO2018090760A1/en
Pending legal-status Critical Current

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B15/00—Combinations of railway systems
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00—Elevated railway systems with suspended vehicles
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/22—Tracks for railways with the vehicle suspended from rigid supporting rails
    • E01B25/24—Supporting rails; Auxiliary balancing rails; Supports or connections for rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Transportation (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a three-dimensional compound traffic system which comprises a plurality of elevated piers arranged on the ground road surface. The upper end of each elevated pier is provided with a pier cap beam; a viaduct road surface is laid on the pier cap beams; connecting parts are embedded in the lower portions of the pier cap beams; a rail beam is hung on the lower portion of each connecting part; and an aerial rail train is hung on the lower portion of each rail beam. The three-dimensional compound traffic system is developed by utilizing the surplus space under an elevated road and over the ground road surface and has the advantages of high practicality, high space utilization rate, low manufacturing cost and attractive appearance.

Description

Three-dimensional duplex transport system
Technical field
The present invention relates to a kind of traffic system and in particular to a kind of solid duplex transport system.
Background technology
At present, with the raising of China's expanding economy and living standards of the people, the quantity of motor vehicle gets more and more, and causes The traffic conditions in city increasingly deteriorate, and traffic jam is increasingly serious, are not only unfavorable for the quick trip of resident, and cause big The time of amount and energy resource consumption, air and noise pollution and traffic accident；The congestion of urban road and environmental pollution, it has also become The key of restriction urban development；Greatly develop public transport especially track traffic, be the Main Means solving problem above.Existing Some city rail dealings be mainly subway and light rail, its major defect be involve great expense, every kilometer of cost about several hundred million RMB, Gigantic project, it is both needed to above and below the ground construct, construction period length, line typically require the time of 3～5 years, to ring during construction Border impact is big, affect existing traffic and environment.
Existing rail on ground traffic generally requires the independent track of laying, because prosperity built by present overpass, real Border is difficult to hew out independent space in urban planning for laying rail on ground traffic, therefore rail on ground traffic feasibility Low.
Content of the invention
In view of this, the application provides a kind of solid duplex transport system, is changed by making on original overpass Enter, using the remaining space with earth's surface upper pavement surface below existing overpass, develop a kind of Rail Transit System.
For solving above technical problem, the technical scheme that the present invention provides is a kind of solid duplex transport system, including ground The some overhead bridge pier of setting on table road surface, the upper end of each overhead bridge pier is pier cap beam, and described pier cap beam is equipped with It is characterised in that the lower section of described pier cap beam is embedded with connecting portion, described connecting portion underhung has track on overpass road surface Beam, described track girder underhung is free rail train.
Preferably, described connecting portion includes two pieces of connecting plates be arrangeding in parallel, and the top half of described connecting plate is embedded in Inside pier cap beam, the latter half of described connecting plate is exposed below pier cap beam.
Preferably, described connecting plate two side plane is uniformly placed with some WELDING STUDSs.
Preferably, described WELDING STUDS fusion weld is on described connecting plate.
Preferably, the diameter d of described WELDING STUDS meets following condition, 18mm≤d≤24mm.
Preferably, described track girder is provided with the rectangular beam of opening for bottom surface, and the both sides end face of described track girder is fixed on institute State the lower end of connecting plate.
The application takes full advantage of the pier cap beam of overhead bridge pier upper end, using remaining to upper pavement surface below pier cap beam Complementary space sets up sky rail traffic system.Lay suspension type rail in the pier cap beam lower surface of overhead bridge pier, can increase overhead The space availability ratio of bridge, by rational bridge pier height layout, can ensure lorry and compact car meeting earth's surface road surface While current, carrying out laying track makes sky rail train smoothly pass through.
Connecting portion includes fixing some WELDING STUDSs on connecting plate and connecting plate, and WELDING STUDS is evenly spaced in the two of connecting plate Side, and be fixed on connecting plate by fusion weld or riveting, the application reaches the load-bearing mark of sky rail train by said structure Accurate it is ensured that the operation safety of integrated model.
Be provided with track girder below connecting plate, described track girder internal sleeve equipped with track, by adjustable track beam vertical direction The height gap of track can be adjusted with the displacement of horizontal direction, thus reaching the stable purpose of train operation.
Described sky rail train is streamlined compartment, has the advantages that good looking appearance.
Brief description
Fig. 1 is the overall structure diagram of the present invention, including the preferred version 1 of overpass；
Fig. 2 is the preferred version 2 of overpass in the present invention；
Fig. 3 is the front view of connecting portion in the present invention；
Fig. 4 is the side view of connecting portion in the present invention；
Fig. 5 is the structural representation of upper outstanding track in the present invention；
Fig. 6 is the schematic diagram of hollow rails train of the present invention.
Specific embodiment
In order that those skilled in the art more fully understands technical scheme, below in conjunction with the accompanying drawings and specifically real The present invention is described in further detail to apply example.
As shown in figure 1, a kind of solid duplex transport system, the overpass arranging including earth's surface road surface 1 and thereon, described height Build bridge and include some overhead bridge piers 2, the upper end of overhead bridge pier 2 is pier cap beam 3, is equipped with overhead bridge above pier cap beam 3 Face 4, for ensureing the load-carrying on overhead road surface and the load-bearing of empty rail train, described overpass road surface is 6 travelling for wagon train Track, wherein every 3 tracks are collectively aligned.The lower section of pier cap beam 3 is embedded with connecting portion 5, is provided with below described connection portion 5 Track girder 6, track girder 6 underhung is free rail train 7.
Technique scheme takes full advantage of the remaining space between overhead bridge pier upper end pier cap beam and earth's surface road surface.? The bridge pier pier cap beam lower surface laying suspension type rail of overhead transport bridge, can increase the space availability ratio of overpass, pass through Rational bridge pier height layout, while can ensureing that lorry and dilly pass through meeting earth's surface road surface, is spread If track ensures empty rail train passage.
As shown in figure 1, including a kind of preferred version 1 of overpass, the front view of described overpass is Π type, its load-bearing Overhead bridge pier 2 includes each one around, is respectively placed in the left and right sides of the longitudinally central line in earth's surface road surface 1, a left side for overhead bridge pier 2 Right both sides all can be open to traffic, and described track girder 6 can be laid on the both sides of described overhead bridge pier 2 it is also possible to be laid on left and right two The centre of individual overhead bridge pier 2.
As shown in Fig. 2 a kind of preferred version 2 of overpass, the front view of described overpass is T-shaped, its load-bearing overhead Bridge pier 2 is placed on the longitudinally central line in earth's surface road surface 1, and described track girder 6 is laid on the both sides of described overhead bridge pier 2.
As shown in Figure 3 and Figure 4, described connecting portion 5 includes two pieces of connecting plates be arrangeding in parallel 51, described connecting plate 51 and institute The laying direction stating overpass road surface 4 is arranged in the same direction, and the top half of described connecting plate 51 is embedded in inside pier cap beam 3, institute The latter half stating connecting plate 51 is exposed at the lower section of pier cap beam 3.
The upper surface of described two pieces of connecting plates 51 is connected with crossbeam 52, and the width of described crossbeam 52 is more than described connecting plate 51 Width, the length of described crossbeam 52 is more than the length of described connecting plate 51.Uniformly arrange on described 51 liang of side planes of connecting plate There are some WELDING STUDSs 53, described WELDING STUDS 53 is fixed on described connecting plate 51.
Described connecting plate 51 fusion weld or be integrally formed on described crossbeam 52.
Described WELDING STUDS 53 fusion weld or be riveted on described connecting plate 51.The diameter d of described WELDING STUDS 51 meets such as Lower condition, 18mm≤d≤24mm, preferably, d=20mm.
The preferred version of above-mentioned connecting portion aims to provide the pre-buried structure that a kind of intensity is high, durable, load-bearing is good, passes through Such scheme, connecting portion is embedded in below the pier cap beam of overhead bridge pier, when the torsion producing in the deadweight and operation of empty rail train When square imposes on connecting portion by upper outstanding track, it is forced through WELDING STUDS and beam effect on pier cap beam it is ensured that empty rail train Operation safety.
As shown in figure 5, described track girder 61 is provided with the rectangular beam of opening for bottom surface, the both sides end face of described track girder 61 hangs Hang the lower end being connected to described connecting plate 51, the inside of described track girder 61 is provided with track travel face 62,62, track travel face Support has train hitch 63, and described train hitch 63 is connected to the top of sky rail train 7.
This programme can adjust its laid inside by adjustable track beam 61 displacement vertically and horizontally The height gap of track running face 62 and horizontal displacement, thus ensureing the steady of track running face 62, reach train smooth fortune The purpose of row.
As shown in fig. 6, the overall structure of described sky rail train 7 is streamlined, described sky rail train 7 includes some identical knots The compartment 71 of structure, the quantity in described compartment 71 is more than or equal to 0, and described compartment 71 two ends are connected with mutually isostructural driving compartment 72, when train commutates, the driving compartment 72 being originally located at end uses as headstock, originally as the driving compartment 72 of headstock Use as the tailstock.
The above is only the preferred embodiment of the present invention it is noted that above-mentioned preferred embodiment be not construed as right The restriction of the present invention, protection scope of the present invention should be defined by claim limited range.For the art For those of ordinary skill, without departing from the spirit and scope of the present invention, some improvements and modifications can also be made, these change Enter and retouch also to should be regarded as protection scope of the present invention.

Claims (6)

1. a kind of solid duplex transport system, include on earth's surface road surface arrange some overhead bridge pier, each overhead bridge pier upper Hold as pier cap beam, described pier cap beam is equipped with overpass road surface it is characterised in that the lower section of described pier cap beam is pre-buried There is connecting portion, described connecting portion underhung has track girder, described track girder underhung is free rail train.
2. according to claim 1 a kind of solid duplex transport system it is characterised in that described connecting portion include two pieces put down The connecting plate of row setting, the top half of described connecting plate is embedded in inside pier cap beam, the latter half dew of described connecting plate Go out below pier cap beam.
3. a kind of solid duplex transport system according to claim 2 is it is characterised in that on described connecting plate two side plane Uniformly it is placed with some WELDING STUDSs.
4. a kind of solid duplex transport system according to claim 3 is it is characterised in that described WELDING STUDS fusion weld exists On described connecting plate.
5. a kind of solid duplex transport system according to claim 4 is it is characterised in that the diameter d of described WELDING STUDS is full The following condition of foot, 18mm≤d≤24mm.
6. a kind of solid duplex transport system according to claim 1 is it is characterised in that described track girder is provided with for bottom surface The rectangular beam of opening, the both sides end face of described track girder is fixed on the lower end of described connecting plate.
CN201611012455.0A 2016-11-17 2016-11-17 Three-dimensional compound traffic system Pending CN106394565A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201611012455.0A CN106394565A (en) 2016-11-17 2016-11-17 Three-dimensional compound traffic system
PCT/CN2017/105485 WO2018090760A1 (en) 2016-11-17 2017-10-10 Three-dimensional multi-transport system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611012455.0A CN106394565A (en) 2016-11-17 2016-11-17 Three-dimensional compound traffic system

Publications (1)

Publication Number Publication Date
CN106394565A true CN106394565A (en) 2017-02-15

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WO (1) WO2018090760A1 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106988218A (en) * 2017-02-24 2017-07-28 中铁二十五局集团第五工程有限公司 A kind of empty rail bridge pier erection method of suspension type
CN107794814A (en) * 2017-11-21 2018-03-13 中铁第四勘察设计院集团有限公司 A kind of suspension type monorail two-wire steel track beam system
WO2018090760A1 (en) * 2016-11-17 2018-05-24 四川中唐空铁科技有限公司 Three-dimensional multi-transport system
CN109137641A (en) * 2018-09-03 2019-01-04 北京交通大学 A kind of double-standard monorail traffic system
CN109137653A (en) * 2018-09-03 2019-01-04 北京交通大学 A kind of space transoportation system based on monorail transit
CN109572719A (en) * 2018-12-26 2019-04-05 广州地铁设计研究院股份有限公司 A kind of side hanging elevated rail traffic railway points system
CN109763386A (en) * 2019-02-28 2019-05-17 中铁第四勘察设计院集团有限公司 A kind of track switch support system suitable for straddle-type monorail
CN110106757A (en) * 2019-04-25 2019-08-09 中铁第一勘察设计院集团有限公司 Multilayer space transportation system
CN110205885A (en) * 2019-06-18 2019-09-06 李忠全 The dual-purpose traffic system of people visitor's logistics on a kind of street crossing
CN115012290A (en) * 2022-06-07 2022-09-06 中铁四院集团新型轨道交通设计研究有限公司 Public rail co-building urban bridge

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108583588A (en) * 2018-07-03 2018-09-28 深圳盛世电梯股份有限公司 A kind of traffic system for overhead track
CN109137652A (en) * 2018-09-03 2019-01-04 北京交通大学 A kind of single layer column space transoportation system based on monorail transit
CN109131376A (en) * 2018-09-03 2019-01-04 北京交通大学 A kind of maglev type Logistics Transportation system
CN109552343B (en) * 2018-12-26 2023-10-10 广州地铁设计研究院股份有限公司 Side-hanging overhead traffic system
CN109736149B (en) * 2019-02-27 2024-02-23 中铁第四勘察设计院集团有限公司 Steel truss girder supporting system suitable for asymmetric suspension type monorail
CN113981793B (en) * 2021-08-31 2024-03-15 中铁第四勘察设计院集团有限公司 Suspension bridge

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CN106012715A (en) * 2016-07-05 2016-10-12 北京交通大学 Technique for reducing transverse swinging of suspended type monorail traffic train
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CN201751259U (en) * 2010-01-11 2011-02-23 奥集电子科技(上海)有限公司 Traffic system for overhead track
CN102383348A (en) * 2010-09-02 2012-03-21 高政华 Urban multilayer stereoscopic public traffic line
CN102765392A (en) * 2012-07-23 2012-11-07 宫世斌 Suspension type track train on bottom surface of bridge body
CN102941854A (en) * 2012-12-08 2013-02-27 陈科 Suspension type rail transit arranged below elevated road
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CN203700895U (en) * 2013-12-30 2014-07-09 上海市城市建设设计研究总院 Combination structure of tramcar and elevated road
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CN204919245U (en) * 2015-08-28 2015-12-30 中铁二院工程集团有限责任公司 Overhead bridge in city - mixed transportation systems of sky rail
CN105887659A (en) * 2015-11-10 2016-08-24 北京交通大学 Beam-falling-preventing device for suspension type monorail traffic
CN106012715A (en) * 2016-07-05 2016-10-12 北京交通大学 Technique for reducing transverse swinging of suspended type monorail traffic train
CN106564766A (en) * 2016-10-24 2017-04-19 中车长江车辆有限公司 Transportation system
CN206265037U (en) * 2016-11-17 2017-06-20 四川中唐空铁科技有限公司 Three-dimensional duplex transport system

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018090760A1 (en) * 2016-11-17 2018-05-24 四川中唐空铁科技有限公司 Three-dimensional multi-transport system
CN106988218A (en) * 2017-02-24 2017-07-28 中铁二十五局集团第五工程有限公司 A kind of empty rail bridge pier erection method of suspension type
CN107794814B (en) * 2017-11-21 2023-08-25 中铁第四勘察设计院集团有限公司 Suspension type single-rail double-line steel track beam system
CN107794814A (en) * 2017-11-21 2018-03-13 中铁第四勘察设计院集团有限公司 A kind of suspension type monorail two-wire steel track beam system
CN109137641A (en) * 2018-09-03 2019-01-04 北京交通大学 A kind of double-standard monorail traffic system
CN109137653A (en) * 2018-09-03 2019-01-04 北京交通大学 A kind of space transoportation system based on monorail transit
CN109572719A (en) * 2018-12-26 2019-04-05 广州地铁设计研究院股份有限公司 A kind of side hanging elevated rail traffic railway points system
CN109763386A (en) * 2019-02-28 2019-05-17 中铁第四勘察设计院集团有限公司 A kind of track switch support system suitable for straddle-type monorail
CN109763386B (en) * 2019-02-28 2023-12-19 中铁第四勘察设计院集团有限公司 Switch braced system suitable for stride a monorail
CN110106757A (en) * 2019-04-25 2019-08-09 中铁第一勘察设计院集团有限公司 Multilayer space transportation system
CN110205885A (en) * 2019-06-18 2019-09-06 李忠全 The dual-purpose traffic system of people visitor's logistics on a kind of street crossing
CN110205885B (en) * 2019-06-18 2023-11-07 李忠全 Dual-purpose traffic system for people and passenger logistics on pedestrian path
CN115012290A (en) * 2022-06-07 2022-09-06 中铁四院集团新型轨道交通设计研究有限公司 Public rail co-building urban bridge

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Address after: 610000 Sichuan Province, Chengdu Tianfu Avenue North 966 No. 4 Building 1 unit 8 Building No. 1

Applicant after: Mid Tang air Iron Technology Co., Ltd.

Address before: 610093, Sichuan, Chengdu, China (Sichuan) free trade zone, Chengdu hi tech Zone, Tianfu Road North, No. 4, building 1, unit 8, building 1, No. 966

Applicant before: Sichuan Tang empty iron Technology Co. Ltd.

RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170215