CN102529747B - Small curve radius flexible positioning structure of catenary of tramcar and construction method of small curve radius flexible positioning structure - Google Patents
Small curve radius flexible positioning structure of catenary of tramcar and construction method of small curve radius flexible positioning structure Download PDFInfo
- Publication number
- CN102529747B CN102529747B CN 201110455913 CN201110455913A CN102529747B CN 102529747 B CN102529747 B CN 102529747B CN 201110455913 CN201110455913 CN 201110455913 CN 201110455913 A CN201110455913 A CN 201110455913A CN 102529747 B CN102529747 B CN 102529747B
- Authority
- CN
- China
- Prior art keywords
- curve radius
- small curve
- pillar
- construction method
- positioning structure
- 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.)
- Active
Links
Images
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses a small curve radius flexible positioning structure of a catenary of a tramcar, which comprises a fulcrum. A support is disposed on the fulcrum, and an insulator is connected with the support by an adjusting bolt, and is connected with a contact wire via a steel strand, a positioning ring, a positioning tube and a wire clamp sequentially. The invention further discloses a construction method of the flexible positioning structure. By the aid of the method and the structural design, conflicts of the fulcrum of the catenary of the urban tramcar and road traffic are solved, simultaneously, requirements on urban landscape are met, and performances of the catenary are improved. The small curve radius flexible positioning structure is simple and reliable, accordingly, construction and maintenance costs are lowered, and the small curve radius flexible positioning structure has wide applicability.
Description
Technical field
The present invention relates to the traffic technique field, relate in particular to a kind of soft location structure of small curve radius of tramway train contact system, and the construction method of the soft location structure of this small curve radius.
Background technology
Along with deepening continuously of urban construction, modern tramway train is with the obvious advantage as the vehicle, has development prospect preferably.Tramway train and arteries of communication are shared right of way will become one of important form of city intensive city space exploitation.
In the road overhead, its pillar will inevitably exert an influence to arteries of communication with the tramway train catenary erection.At tramway train turning crossing, its turn radius is little, hitch point is many, pillar is intensive, and is particularly thorny with arteries of communication.Satisfying under the condition of normal arteries of communication, can not set up pillar in road; And satisfying under the contact system normal operating conditions, needing to set up pillar in road or adopt complex structure and the large headspan suspension of quantities, the former has a strong impact on arteries of communication, and the latter makes a very bad impression to road and urban look.
As shown in Figure 1 and Figure 2, be headspan suspension in tramway train contact system sharp radius curve place contact system form commonly used at present, at intersection, many group columns 1 are set, and successively by bearing 2, steel strand 5, two B drag-line 51, drag-line 52 etc., form fixed sturcture, be used for hanging the overhead contact line 9 of tramway train.This technical scheme complex structure, thereby material and equipment consumption are large, reliability is lower.
Those skilled in the art are devoted to develop a kind of urban tram field of being applied in, and arteries of communication can be satisfied and the contact system service conditions can be satisfied again, and sharp radius curve place's contact system structure and construction method thereof simple in structure, that fiduciary level is high.
Summary of the invention
Because the defects of prior art, technical matters to be solved by this invention is to provide a kind of soft location structure of small curve radius of simple in structure, tramway train contact system that reliability is high.
For achieving the above object, the invention provides a kind of soft location structure of small curve radius of tramway train contact system, comprise pillar; Be provided with bearing on described pillar, insulator is connected with bearing by adjusting bolt, and described insulator is connected with contact wire by steel strand, steady ring, registration arm, wire clamp successively.
Preferably, described pillar is the welding steel column.
Preferably, described pillar apart from road axis greater than 20 meters.
The present invention also provides a kind of construction method of the soft location structure of small curve radius of tramway train contact system, and step 1 arranges pillar at road channelization island or road both sides; Step 2, assigned address erection support on described pillar; Step 3 is connected contact wire by registration device with bearing.
Preferably, described pillar is built up in the curve outside of described contact wire.
Preferably, the radius of described curve is less than 25 meters.
Preferably, the distance of described pillar and described contact wire is greater than 20 meters.
Preferably, described registration device comprises wire clamp, steady ring, registration arm, steel strand, insulator, adjusting bolt.
Preferably, the axis of described registration device is vertical with described contact wire.
The invention has the beneficial effects as follows:
Of the present invention by said method and structure design, solved the contradiction of urban tram catenary mast and arteries of communication, satisfy again the urban look requirement simultaneously, improved catenary property.Due to simple and reliable for structure, also make construction and maintenance cost reduce, have wide application.
Be described further below with reference to the technique effect of accompanying drawing to design of the present invention, concrete structure and generation, to understand fully purpose of the present invention, feature and effect.
Description of drawings
Fig. 1 is the structural representation of the hard location structure of tramway train contact system small curve radius of prior art.
Fig. 2 is the side-looking local structure schematic diagram of Fig. 1.
Fig. 3 is the structural representation of the soft location structure of small curve radius of tramway train contact system of the present invention.
Fig. 4 is the side-looking local structure schematic diagram of Fig. 3.
The specific embodiment
As shown in Figure 3, Figure 4, the soft location structure of a kind of small curve radius of tramway train contact system comprises the pillar 1 of contact system.Pillar 1 is built in road channelization island or the road both sides in the contact wire 9 curves outsides, makes pillar 1 not affect the surface road traffic.Pillar 1 is the welding steel column, in the present embodiment, apart from road axis greater than 20 meters.
Be provided with bearing 2 on pillar 1, bearing 2 is fixed on the desired location of pillar 1, determines angle, length and the position of bearing 2 on pillar 1 of steel strand 51 by Mechanics Calculation, according to the position erection support 2 that calculates.
One side of insulator 4 is connected with bearing 2 by adjusting bolt 3.The opposite side of insulator 4 is connected with contact wire 9 by steel strand 51, steady ring 6, registration arm 7, wire clamp 8 successively.
Said structure of the present invention is particularly useful for small curve radius, and (radius of curve can less than 25 meters) can satisfy the requirement of tramway train normal operation at the small curve radius place; Reduce curve hitch point place due to contact wire 9 tension variation that the temperature traverse effect causes, can increase the anchor segment length.
The present invention also provides a kind of construction method of the soft location structure of small curve radius of tramway train contact system:
Step 1 arranges pillar 1 at road channelization island or road both sides.Pillar 1 is built up in the curve outside of contact wire 9, and the radius of curve is less than 25 meters, and simultaneously, the distance of pillar 1 and contact wire 9 is greater than 20 meters.
Step 2, assigned address erection support 2 on pillar 1.According to the length intercepting steel strand 51 that calculate, and its left end is connected with steady ring 6, registration arm 7, wire clamp 8, contact wire 9 successively; Its right-hand member is connected with insulator 4, adjusting bolt 3 successively.
Step 3 is connected contact wire 9 by registration device with bearing 2.
Particularly, registration device comprises wire clamp 8, steady ring 6, registration arm 7, steel strand 51, insulator 4, adjusting bolt 3.The axis of registration device is vertical with contact wire 9, or substantially vertical.
In method of the present invention, above-mentioned steps two, three there is no strict sequence limit.Those skilled in the art knows, in various Specific construction environment and different engineering item, according to the difference of using object and part restriction, for satisfying actual demands of engineering, step of the present invention can have successively transposing on order, do not affect effect of the present invention.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art need not creative work and just can design according to the present invention make many modifications and variations.Therefore, all technical personnels in the art all should be in the determined protection domain by claims under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (9)
1. the soft location structure of the small curve radius of a tramway train contact system, comprise pillar; It is characterized in that: be provided with bearing on described pillar, insulator is connected with bearing by adjusting bolt, and described insulator is connected with contact wire by steel strand, steady ring, registration arm, wire clamp successively.
2. the soft location structure of the small curve radius of tramway train contact system as claimed in claim 1 is characterized in that: described pillar is the welding steel column.
3. the soft location structure of the small curve radius of tramway train contact system as claimed in claim 1 is characterized in that: described pillar apart from road axis greater than 20 meters.
4. the construction method of the soft location structure of small curve radius of the described tramway train contact system of above-mentioned arbitrary claim, wherein,
Step 1 arranges pillar at road channelization island or road both sides;
Step 2, assigned address erection support on described pillar;
Step 3 is connected contact wire by registration device with bearing.
5. construction method as claimed in claim 4, wherein, described pillar is built up in the curve outside of described contact wire.
6. construction method as claimed in claim 5, wherein, the radius of described curve is less than 25 meters.
7. construction method as claimed in claim 4, wherein, the distance of described pillar and described contact wire is greater than 20 meters.
8. construction method as claimed in claim 4, wherein, described registration device comprises wire clamp, steady ring, registration arm, steel strand, insulator, adjusting bolt.
9. construction method as claimed in claim 8, wherein, the axis of described registration device is vertical with described contact wire.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201110455913 CN102529747B (en) | 2011-12-30 | 2011-12-30 | Small curve radius flexible positioning structure of catenary of tramcar and construction method of small curve radius flexible positioning structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201110455913 CN102529747B (en) | 2011-12-30 | 2011-12-30 | Small curve radius flexible positioning structure of catenary of tramcar and construction method of small curve radius flexible positioning structure |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102529747A CN102529747A (en) | 2012-07-04 |
CN102529747B true CN102529747B (en) | 2013-11-06 |
Family
ID=46338190
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201110455913 Active CN102529747B (en) | 2011-12-30 | 2011-12-30 | Small curve radius flexible positioning structure of catenary of tramcar and construction method of small curve radius flexible positioning structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102529747B (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2883064Y (en) * | 2006-02-15 | 2007-03-28 | 中铁电气化局集团宝鸡器材厂 | Single baring arm suspension of single line/curved line tunnel |
GB2464472B (en) * | 2008-10-15 | 2010-11-03 | Anthony Ralph Kennard | A guided vehicle |
CN201703272U (en) * | 2010-06-18 | 2011-01-12 | 王新国 | Electrified highway traction network |
CN202463615U (en) * | 2011-12-30 | 2012-10-03 | 上海市城市建设设计研究总院 | Small-curve-radius flexible positioning structure for tramcar contact network |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0829690B2 (en) * | 1986-12-19 | 1996-03-27 | 日本電設工業株式会社 | Horizontal overhead line |
-
2011
- 2011-12-30 CN CN 201110455913 patent/CN102529747B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2883064Y (en) * | 2006-02-15 | 2007-03-28 | 中铁电气化局集团宝鸡器材厂 | Single baring arm suspension of single line/curved line tunnel |
GB2464472B (en) * | 2008-10-15 | 2010-11-03 | Anthony Ralph Kennard | A guided vehicle |
CN201703272U (en) * | 2010-06-18 | 2011-01-12 | 王新国 | Electrified highway traction network |
CN202463615U (en) * | 2011-12-30 | 2012-10-03 | 上海市城市建设设计研究总院 | Small-curve-radius flexible positioning structure for tramcar contact network |
Also Published As
Publication number | Publication date |
---|---|
CN102529747A (en) | 2012-07-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103063451A (en) | Rail transit train wholly moving load analog loading method and device | |
CN102518152A (en) | Test device simulating bridge pile foundation under bidirectional cyclic load effect | |
CN103696374A (en) | Straddle method of cantilever of long-span simply supported steel truss beam of horizontal curve section | |
CN102518014A (en) | Road structure based on traffic tidal flow characteristics | |
CN105568786A (en) | Suspended monorail transit bottom plate overhung combined box type rail beam suspending system | |
CN105714681A (en) | Implementation method and construction process of suspension type monorail transportation rigid-frame system | |
CN102529747B (en) | Small curve radius flexible positioning structure of catenary of tramcar and construction method of small curve radius flexible positioning structure | |
CN202463615U (en) | Small-curve-radius flexible positioning structure for tramcar contact network | |
CN205576652U (en) | Suspension type monorail transit bottom plate open -end class mould assembling type track roof beam system of hanging | |
CN105568785A (en) | Implementation method and construction process for bottom plate stretch-out combined box type track beam rigid-frame system | |
CN101725100A (en) | Single-layer full interchange viaduct | |
CN101850729B (en) | Traction network of electrical expressway | |
CN105625117A (en) | Layout method of medium-low speed magnetic levitation track panel | |
CN105442395A (en) | Magnetic suspension engineering contact rail pre-buried channel | |
CN105714625A (en) | Suspension type monorail transportation concrete structure suspension system | |
CN113174870B (en) | Pier position transformation method of overline overbridge | |
CN108166400A (en) | A kind of great cantilever plane swivel structure and its construction method | |
KR20130051527A (en) | Multi-way cable stayed bridge | |
CN108827253B (en) | Method for installing, positioning and measuring pipeline bracket of snowmobile ski track | |
CN205576651U (en) | Suspension type monorail transit concrete structure system of hanging | |
CN201703272U (en) | Electrified highway traction network | |
CN205474625U (en) | Overhanging combination box track roof beam system of hanging of suspension type monorail transit bottom plate | |
CN108622107A (en) | A kind of urban track traffic line that comes in and goes out integrates with arrangement | |
CN202466396U (en) | Bridge head structure for preventing settlement and bridge using same | |
CN218911091U (en) | Single-line compound track bridge system of intelligent micro-rail |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 200011 Tibet South Road, Shanghai, No. 1170, No. Patentee after: Shanghai urban construction design & Research Institute (Group) Co., Ltd. Address before: 200125 Dongfang Road, Shanghai, Pudong New Area, No. 3447 Patentee before: Shanghai Urban Construction Design & Research Institute |
|
CP03 | Change of name, title or address |