CN207259883U - A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology - Google Patents
A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology Download PDFInfo
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- CN207259883U CN207259883U CN201720104979.6U CN201720104979U CN207259883U CN 207259883 U CN207259883 U CN 207259883U CN 201720104979 U CN201720104979 U CN 201720104979U CN 207259883 U CN207259883 U CN 207259883U
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Abstract
The utility model discloses a kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology；Structure division is track girder top plate 1, track beam web 2 and track girder bottom plate 3；Linear portion is divided into the Alignment Design of the stabilising surface 4 driven a vehicle in three face of track girder, guide surface 5 and running face 6；Wherein track girder top plate 1 is concrete slab, and track beam web 2 is corrugated steel, and track girder bottom plate 3 is steel plate, and running face 6 is located at the upper surface of track girder bottom plate 3, and stabilising surface 4, guide surface 5 are steel component；The size of structure division and linear part meets modular coordination；Solve the problems, such as current track beam shape it is different, cannot it is general, safeguard replace it is difficult.
Description
Technical field
A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology is the utility model is related to, specifically
Say it is a kind of bottom opening corrugated steel web box track girder, applied to suspension type monorail field of traffic.
Background technology
To solve urban traffic blocking, it is wise selection to greatly develop public transport, and wherein tailored appearance is practical, takes
The suspension type monorail traffic system that space is few, low cost, freight volume are considerable is preferable option.Suspension type monorail traffic still belongs to research
Less field, specification, size and linear varied, increase of the track girder in different circuits in suspension type monorail traffic
The cost and difficulty of design, construction and operation maintenance.To improve suspension type monorail traffic technique, assembled suspension type list is developed
Rail traffic track beam is the major issue for needing to solve at present.
Utility model content
Technical problem to be solved in the utility model is：
For specification, size and linear varied, increasing of the track girder in suspension type monorail traffic in different circuits
The problem of having added the cost and difficulty of design, construction and operation maintenance, this patent are intended providing assembled track girder, solve current rail
Road beam shape is different, cannot it is general, safeguard and replace the problem of difficult.In addition, structure, line to suspension type monorail traffic track beam
Shape realizes assembling.
Technical solution is used by the utility model solves its technical problem：
A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology, specifically a kind of assembled
Bottom opening corrugated steel web combined box type track girder；It is characterized in that：Structure division is track girder top plate 1, track beam web 2
With track girder bottom plate 3；Linear portion is divided into guide surface 5, stabilising surface 4 and running face 6 in the driving of three face of track girder；Wherein track girder
Top plate 1 is concrete slab, and track beam web 2 is corrugated steel, and track girder bottom plate 3 is steel plate；Running face 6 is located at track girder bottom plate
3 upper surface, guide surface 5, stabilising surface 4 are steel component；The size of structure division and linear part meets modular coordination.
The basic module of steel reinforced concrete combined track beam girder construction part is 1M=100mm, deck-molding h1=n1× M, n1=12~
35；Span L=n2× 100M, n2=1~5；1 width W of track girder top plate1=n3× 5M, n3=4~7,1 thickness of track girder top plate
h2=n4× M, n4=2~5；The straightway d of track beam web 21=n5× M/10, n5=5~20, the turnover of track beam web 2
Section d2=n6× M/10, n6=5~20, d3=n7× M/10, n7=5~20,2 thickness d of track beam web4=n8× M/100, n8
=10~50；The spacing W of stabilising surface 42=n9× M, n9=15~20；3 width W of track girder bottom plate3=n10× M, n10=5~8,
3 thickness h of track girder bottom plate3=n11× M/100, n11=20~100.
Steel reinforced concrete combined track Liangping curve is linear and the linear basic module of vertical curve is 1M=100mm, and horizontal curve is linear
Sweep R=n12× 100M, n12=3~500；Linear sweep the R '=n of vertical curve13× 10000M, n13=1~
5；The width w of guide surface 51=n14× M, n14=1~5, the thickness w of guide surface 52=n15× M/100, n15=5~50, it is oriented to
The support leg thickness w in face 53=n16× M/100, n16=5~50, the support leg height w of guide surface 54=n17× M/10, n17=1
~10；The width w of stabilising surface 41'=n18× M, n18=1~5, the thickness w of stabilising surface 42'=n19× M/100, n19=5~50,
The support leg thickness w of stabilising surface 43'=n20× M/100, n20=5~50, the support leg height w of stabilising surface 44'=n21× M/10,
n21=1~10.
The beneficial effect of this patent is：
The factorial praluction of track girder is realized, the general exchange for each component of track girder provides possibility, greatly accelerates
Speed of application and precision.
Brief description of the drawings
Mono- Pin assembled suspension type monorail traffic steel reinforced concrete combined box type track girders of Fig. 1
Fig. 2 a-a profiles
Fig. 3 A drawings
Fig. 4 assembled suspension type monorail traffic steel reinforced concrete combined box type track girder corrugated steel web scale diagrams
Fig. 5 assembled suspension type monorail traffic steel reinforced concrete combined box type track girder guide surface scale diagrams
Fig. 6 assembled suspension type monorail traffic steel reinforced concrete combined box type track girder stabilising surface scale diagrams
In figure：1-track girder top plate；2-track beam web；3-track girder bottom plate；4-stabilising surface；5-guide surface；
6-running face.
Embodiment
Further explanation is made to the utility model with reference to example.
The assembled suspension type monorail traffic steel reinforced concrete combined track of example Pin plane curves radius 30m, span 30m one by one
Beam, such as Fig. 1.The method proposed by this patent is implemented.Step is as follows：
1) it is 1M=100mm, such as Fig. 3 to the basic module of girder construction part, deck-molding h1=n1× M=15 × M=
1.5m, span L=n2× 100M=3 × 100M=30m, 1 width W of track girder top plate1=n3× 5M=4 × 5M=2m, track girder
1 thickness h of top plate2=n4× M=3 × M=0.3m, the straightway d of track beam web 21=n5× M/10=5 × M/10=50mm,
The turn section d of track beam web 22=n6× M/10=5 × M/10=50mm, d3=n7× M/10=5 × M/10=50mm, rail
The thickness d of road beam web 24=n8× M/100=20 × M/100=20mm, such as Fig. 4；The spacing W of stabilising surface 42=n9× M=15
× M=1.5m, 3 width W of track girder bottom plate3=n10× M=5 × M=0.5m, 3 thickness h of track girder bottom plate3=n11× M/100=
50 × M/100=50mm.
2) basic module of the linear part of horizontal curve is 1M=100mm, such as Fig. 2, the linear sweep R=n of horizontal curve12
× 100M=3 × 100M=30m, the width w of guide surface 51=n14× M=2 × M=0.2m, the thickness w of guide surface 52=n15×
M/100=20 × M/100=20mm, the support leg thickness w of guide surface 53=n16× M/100=20 × M/100=20mm, is oriented to
The support leg height w in face 54=n17× M/10=4 × M/10=40mm, such as Fig. 6；The width w of stabilising surface 41'=n18× M=2 ×
M=0.2m, the thickness w of stabilising surface 42'=n19× M/100=20 × M/100=20mm, the support leg thickness w of stabilising surface 43'=
n20× M/100=20 × M/100=20mm, the support leg height w of stabilising surface 44'=n21× M/10=4 × M/10=40mm, such as
Fig. 5.
The assembled suspension type monorail traffic steel reinforced concrete combined track of 21 Pin vertical curve radiuses 1000m of example, span 30m
Beam, such as Fig. 2.The method proposed by this patent is implemented.Step is as follows：
1) basic module of girder construction part is 1M=100mm, such as Fig. 3, deck-molding h1=n1× M=15 × M=1.5m,
Span L=n2× 100M=3 × 100M=30m, 1 width W of track girder top plate1=n3× 5M=4 × 5M=2m, track girder top plate 1
Thickness h2=n4× M=3 × M=0.3m, the straightway d of track beam web 21=n5× M/10=5 × M/10=50mm, track
The turn section d of beam web 22=n6× M/10=5 × M/10=50mm, d3=n7× M/10=5 × M/10=50mm, track girder
The thickness d of web 24=n8× M/100=20 × M/100=20mm, such as Fig. 4；The spacing W of stabilising surface 42=n9× M=15 × M
=1.5m, 3 width W of track girder bottom plate3=n10× M=5 × M=0.5m, 3 thickness h of track girder bottom plate3=n11× M/100=50
× M/100=50mm, such as Fig. 5.
2) basic module of the linear part of vertical curve is 1M=100mm, such as Fig. 2, linear sweep R '=1 of vertical curve
× 10000M=1000m, the width w of guide surface 51=n14× M=2 × M=0.2m, n14=1~5, the thickness w of guide surface 52=
n15× M/100=20 × M/100=20mm, n15=5~50, the support leg thickness w of guide surface 53=n16× M/100=20 ×
M/100=20mm, n16=5~50, the support leg height w of guide surface 54=n17× M/10=4 × M/10=40mm, n17=1~
10, such as Fig. 6；The width w of stabilising surface 41'=n18× M=2 × M=0.2m, the thickness w of stabilising surface 42'=n19× M/100=20
× M/100=20mm, the support leg thickness w of stabilising surface 43'=n20× M/100=20 × M/100=20mm, the branch of stabilising surface 4
Support leg height w4'=n21× M/10=4 × M/10=40mm, such as Fig. 5.
The above, is illustrated the purpose, technical solution and beneficial effect of this patent, it should be highlighted that be only be this
The preferred embodiment of utility model, not makees the utility model limitation in any form, every new according to this practicality
Any simple modification, equivalent change and modification that the technical spirit of type makes above example, still falls within the utility model
In the range of technical solution.
In conclusion this patent provides a kind of suspension type monorail traffic steel reinforced concrete combined track based on assembled technology
Beam, the linear part of track driven a vehicle to steel reinforced concrete combined track beam girder construction part and three faces are standardized design respectively, from
And accelerate suspension type monorail traffic steel reinforced concrete combined track beam progress, lifting suspension type monorail traffic steel reinforced concrete combined track beam, reduce
Interference of the construction of suspension type monorail traffic route to periphery traffic.The utility model has novelty, practicality, meets practicality
New patent respectively requires, therefore proposes utility application in accordance with the law.
Claims (3)
1. a kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology, a kind of specifically bottom opening
Corrugated steel web combined box type track girder；It is characterized in that：Structure division is track girder top plate (1), track beam web (2) and rail
Road beam bottom plate (3)；Linear portion is divided into guide surface (5), stabilising surface (4) and running face (6) in the driving of three face of track girder；Wherein rail
Road back plate (1) is concrete slab, and track beam web (2) is corrugated steel, and track girder bottom plate (3) is steel plate, running face (6) position
In the upper surface of track girder bottom plate (3), guide surface (5), stabilising surface (4) are steel component；Structure division and linear size
Meet modular coordination.
2. a kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology as claimed in claim 1, it is special
Sign is：The basic module of steel reinforced concrete combined track beam girder construction part is 1M=100mm, deck-molding h1=n1× M, n1=12~
35；Span L=n2× 100M, n2=1~5；Track girder top plate (1) width W1=n3× 5M, n3=4~7, track girder top plate (1)
Thickness h2=n4× M, n4=2~5；The straightway d of track beam web (2)1=n5× M/10, n5=5~20, track beam web
(2) turn section d2=n6× M/10, n6=5~20, d3=n7× M/10, n7=5~20, track beam web (2) thickness d4=n8
× M/100, n8=10~50；The spacing W of stabilising surface (4)2=n9× M, n9=15~20；Track girder bottom plate (3) width W3=n10
× M, n10=5~8, track girder bottom plate (3) thickness h3=n11× M/100, n11=20~100.
3. a kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology as claimed in claim 1, it is special
Sign is：Steel reinforced concrete combined track Liangping curve is linear and the linear basic module of vertical curve is 1M=100mm, and horizontal curve is linear
Sweep R=n12× 100M, n12=3~500；Linear sweep the R '=n of vertical curve13× 10000M, n13=1~5；
The width w of guide surface (5)1=n14× M, n14=1~5, the thickness w of guide surface (5)2=n15× M/100, n15=5~50, lead
To the support leg thickness w of face (5)3=n16× M/100, n16=5~50, the support leg height w of guide surface (5)4=n17× M/10,
n17=1~10；The width w of stabilising surface (4)1'=n18× M, n18=1~5, the thickness w of stabilising surface (4)2'=n19× M/100,
n19=5~50, the support leg thickness w of stabilising surface (4)3'=n20× M/100, n20=5~50, the support leg of stabilising surface (4) is high
Spend w4'=n21× M/10, n21=1~10.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720104979.6U CN207259883U (en) | 2017-01-24 | 2017-01-24 | A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology |
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| CN201720104979.6U CN207259883U (en) | 2017-01-24 | 2017-01-24 | A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758582A (en) * | 2017-01-24 | 2017-05-31 | 北京交通大学 | A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology |
| CN108330752A (en) * | 2018-04-28 | 2018-07-27 | 中国建筑第五工程局有限公司 | A kind of construction method of the prefabricated assembled steel-HPC combined tracks beam of straddle-type monorail |
| CN113944324A (en) * | 2021-10-14 | 2022-01-18 | 中建桥梁有限公司 | Hydraulic inner template of assembled corrugated steel web combined box girder |
-
2017
- 2017-01-24 CN CN201720104979.6U patent/CN207259883U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758582A (en) * | 2017-01-24 | 2017-05-31 | 北京交通大学 | A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology |
| CN108330752A (en) * | 2018-04-28 | 2018-07-27 | 中国建筑第五工程局有限公司 | A kind of construction method of the prefabricated assembled steel-HPC combined tracks beam of straddle-type monorail |
| CN113944324A (en) * | 2021-10-14 | 2022-01-18 | 中建桥梁有限公司 | Hydraulic inner template of assembled corrugated steel web combined box girder |
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