CN105970744A - Base for suspension type monorail traffic track beam - Google Patents
Base for suspension type monorail traffic track beam Download PDFInfo
- Publication number
- CN105970744A CN105970744A CN201610523255.5A CN201610523255A CN105970744A CN 105970744 A CN105970744 A CN 105970744A CN 201610523255 A CN201610523255 A CN 201610523255A CN 105970744 A CN105970744 A CN 105970744A
- Authority
- CN
- China
- Prior art keywords
- duct
- base
- stirrup
- shearing resistance
- base body
- 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
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Classifications
-
- 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
Abstract
The invention discloses a base for a suspension type monorail traffic track beam. The base comprises a base body, a positioning block, an inhaul cable duct, a longitudinal rib duct, a hoop duct, an anti-shear connecting piece, a longitudinal rib anti-shear lantern ring and a hoop anti-shear lantern ring. By comprehensively considering the requirement for connecting the base to the track beam and the support system, the base is designed from the structural mode, and safety and stability of the suspension type monorail traffic track beam operation process are ensured.
Description
Technical field
This patent relates to suspension type monorail track girder applied technical field, it is possible to amplification is applied to other concrete
Construction field, specifically, this patent is a kind of base for connecting bearing and suspension type monorail track girder.
Background technology
Existing suspension type monorail traffic track beam uses the box steel track beam of lower openings, there is fortune
Measure the problems such as little, corrosion-resistant, sound pollution serious, deformation is bigger, have impact on suspension type monorail traffic
Popularization.Track girder has the advantages such as freight volume is big, good endurance, rigidity are big, it will be following suspension type list
The developing direction of rail track girder.For the type of attachment of suspension type monorail track girder Yu bearing, need to take
Track girder arranges the form of base, so needing the version to base and the mode of connection with track girder
It is designed, enables to meet use requirement.
Patent content
This patent is to be solved be technical problem is that:
A kind of base for suspension type monorail traffic track beam is provided, considers base and track girder and prop up
The connected mode of seat, ensure that being reliably connected of base and track girder on the whole, and disclosure satisfy that bearing and
Connection and the location of track girder need.
This patent solves its technical problem and be the technical scheme is that
A kind of base for suspension type monorail traffic track beam, including base body 1, locating piece 2, drag-line
Duct 3, vertical muscle duct 4, stirrup duct 5, shear connector 6, the vertical muscle shearing resistance collar 7 and stirrup shearing resistance
The collar 8, it is characterised in that: arrange locating piece 2 on the top of base body 1, base body 1 is internal along rail
The longitudinally disposed vertical muscle duct 4 of road beam；Base body 1 is internal along track girder horizontally set drag-line duct 3 and stirrup
Duct 5；Shear connector 6 is set in base body 1 side, at the lateral longitudinal muscle opening of the channel of base body 1
Place arranges the vertical muscle shearing resistance collar 7, arranges the stirrup shearing resistance collar 8 at the side stirrup opening of the channel of base body 1；
To reach to bear the various load actions from track girder, it is ensured that the purpose that base and track girder are reliably connected；
Size L of base body 1 × W × H=1800mm × 900mm × 300mm～
2000mm × 1100mm × 450mm, size a of locating piece 2 × b=100mm × 100mm～
150mm × 150mm, diameter D1=30mm～80mm in drag-line duct 3, the diameter in vertical muscle duct 4
D2=35mm～50mm, diameter D3=15mm～35mm in stirrup duct 5, the vertical muscle shearing resistance collar 7
Length L1=100mm～150mm, length L2=100mm of the stirrup shearing resistance collar 8～150mm；
The quantity in drag-line duct 3 is 3～5, and the quantity in vertical muscle duct 4 is 10～16, stirrup duct 5
Quantity be 6～10, the quantity of shear connector 6 is 18～22, the quantity of the vertical muscle shearing resistance collar 7
Being 20～32, the quantity of the stirrup shearing resistance collar 8 is 12～20.
This patent provides the benefit that:
By considering base and track girder and the connection request of support system, to base from version
Carry out appropriate design, it is ensured that the safety and stability during the operation of suspension type monorail track girder.
Accompanying drawing explanation
A kind of base overall schematic for suspension type monorail traffic track beam of Fig. 1
A kind of base top surface schematic diagram for suspension type monorail traffic track beam of Fig. 2
A kind of base front surface schematic diagram for suspension type monorail traffic track beam of Fig. 3
A kind of base side schematic diagram for suspension type monorail traffic track beam of Fig. 4
Symbol in figure: 1 base body；2 locating pieces；3 drag-line ducts；4 indulge muscle duct；5 hoops
Muscle duct；6 shear connectors；7 indulge the muscle shearing resistance collar；The 8 stirrup shearing resistance collars；L base body 1
Length；The width of W base body；The height of H base body；The length of a locating piece；B is fixed
The width of position block；The diameter in D1 drag-line duct；D2 indulges the diameter in muscle duct；D3 stirrup duct straight
Footpath；L1 indulges the length of the muscle shearing resistance collar；The length of the L2 stirrup shearing resistance collar.
Detailed description of the invention
In conjunction with accompanying drawing, this patent is described further:
Embodiment suspension type monorail traffic track beam, employs base body 1, locating piece 2, drag-line hole
Road 3, vertical muscle duct 4, stirrup duct 5, shear connector 6, the vertical muscle shearing resistance collar 7 and stirrup shearing resistance set
Ring 8, wherein size L of base body 1 × W × H=1800mm × 900mm × 300mm, the chi of locating piece 2
Very little a × b=100mm × 100mm, the diameter D1=30mm in drag-line duct 3, the diameter in vertical muscle duct 4
D2=35mm, the diameter D3=15mm in stirrup duct 5, length L1=100mm of the vertical muscle shearing resistance collar 7,
Length L2=100mm of the stirrup shearing resistance collar 8, the quantity in drag-line duct 3 is 3, vertical muscle duct 4
Quantity is 10, and the quantity in stirrup duct 5 is 6, and the quantity of shear connector 6 is 18, vertical muscle
The quantity of the shearing resistance collar 7 is 20, and the quantity of the stirrup shearing resistance collar 8 is 12.
Step one reserves the position of base at track girder two ends, when reinforcing bar binding by vertical muscle through vertical muscle duct
4 and the vertical muscle shearing resistance collar 7, by stirrup through stirrup duct 5 and the stirrup shearing resistance collar 8, it is accurately positioned base
The position of main body 1；
Step 2 casting concrete, is fixed on base body 1 in track girder, make the two be combined into one whole
Body；
Step 3 sets up track girder, by the drag-line of support system through drag-line duct 3, by support system with fixed
Position block 2 couples together and becomes an entirety, to reach the purpose connecting track girder with support system.
The above, be only the preferred embodiment of this patent, not makees this patent any pro forma
Limiting, any simple modification, equivalent that above example is made by the technical spirit of every foundation this patent become
Change and modify, all still falling within the range of the art of this patent scheme.This patent has novelty, practicality,
Meet the requirements, therefore propose patent application in accordance with the law.
Claims (3)
1. the base for suspension type monorail traffic track beam, including base body (1), locating piece (2), drag-line duct (3), vertical muscle duct (4), stirrup duct (5), shear connector (6), the vertical muscle shearing resistance collar (7) and the stirrup shearing resistance collar (8), it is characterized in that: arrange locating piece (2) on the top of base body (1), base body (1) is internal along the longitudinally disposed vertical muscle duct (4) of track girder；Base body (1) is internal along track girder horizontally set drag-line duct (3) and stirrup duct (5)；In base body (1) side, shear connector (6) is set, the vertical muscle shearing resistance collar (7) is set at the lateral longitudinal muscle opening of the channel of base body (1), the stirrup shearing resistance collar (8) is set at the side stirrup opening of the channel of base body (1)；To reach to bear the various load actions from track girder, it is ensured that the purpose that base and track girder are reliably connected.
A kind of base for suspension type monorail traffic track beam the most according to claim 1, it is characterized in that: the size L × W × H=1800mm × 900mm × 300mm～2000mm × 1100mm × 450mm of base body (1), size a × b=100mm × the 100mm～150mm × 150mm of locating piece (2), diameter D1=30mm～80mm in drag-line duct (3), diameter D2=35mm～50mm in vertical muscle duct (4), diameter D3=15mm～35mm in stirrup duct (5), length L1=100mm of the vertical muscle shearing resistance collar (7)～150mm, length L2=100mm of the stirrup shearing resistance collar (8)～150mm.
A kind of base for suspension type monorail traffic track beam the most according to claim 1, it is characterized in that: the quantity of drag-line duct (3) is 3～5, the quantity in vertical muscle duct (4) is 10～16, the quantity in stirrup duct (5) is 6～10, the quantity of shear connector (6) is 18～22, the quantity of the vertical muscle shearing resistance collar (7) is 20～32, and the quantity of the stirrup shearing resistance collar (8) is 12～20.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610523255.5A CN105970744A (en) | 2016-07-05 | 2016-07-05 | Base for suspension type monorail traffic track beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610523255.5A CN105970744A (en) | 2016-07-05 | 2016-07-05 | Base for suspension type monorail traffic track beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105970744A true CN105970744A (en) | 2016-09-28 |
Family
ID=56955051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610523255.5A Pending CN105970744A (en) | 2016-07-05 | 2016-07-05 | Base for suspension type monorail traffic track beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105970744A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004033798A1 (en) * | 2002-09-13 | 2004-04-22 | Max Bögl Bauunternehmung GmbH & Co. KG | Method for producing a precisely positioned connection to a travel way |
| CN103215886A (en) * | 2013-04-12 | 2013-07-24 | 北京交通大学 | Novel short segment steel box-concrete combined beam |
| CN105442395A (en) * | 2015-12-24 | 2016-03-30 | 中铁第四勘察设计院集团有限公司 | Magnetic suspension engineering contact rail pre-buried channel |
| CN105568844A (en) * | 2015-11-10 | 2016-05-11 | 北京交通大学 | Concrete pier system for suspension type monorail traffic and construction process |
| CN105568784A (en) * | 2015-11-10 | 2016-05-11 | 北京交通大学 | Support system for suspension type monorail traffic track beam |
| CN105714627A (en) * | 2015-11-10 | 2016-06-29 | 北京交通大学 | Combined box type track beam with open bottom plates and suspended top plate |
| CN205975233U (en) * | 2016-07-05 | 2017-02-22 | 北京交通大学 | A base for suspension type monorail transit track roof beam |
-
2016
- 2016-07-05 CN CN201610523255.5A patent/CN105970744A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004033798A1 (en) * | 2002-09-13 | 2004-04-22 | Max Bögl Bauunternehmung GmbH & Co. KG | Method for producing a precisely positioned connection to a travel way |
| CN103215886A (en) * | 2013-04-12 | 2013-07-24 | 北京交通大学 | Novel short segment steel box-concrete combined beam |
| CN105568844A (en) * | 2015-11-10 | 2016-05-11 | 北京交通大学 | Concrete pier system for suspension type monorail traffic and construction process |
| CN105568784A (en) * | 2015-11-10 | 2016-05-11 | 北京交通大学 | Support system for suspension type monorail traffic track beam |
| CN105714627A (en) * | 2015-11-10 | 2016-06-29 | 北京交通大学 | Combined box type track beam with open bottom plates and suspended top plate |
| CN105442395A (en) * | 2015-12-24 | 2016-03-30 | 中铁第四勘察设计院集团有限公司 | Magnetic suspension engineering contact rail pre-buried channel |
| CN205975233U (en) * | 2016-07-05 | 2017-02-22 | 北京交通大学 | A base for suspension type monorail transit track roof beam |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |