CN106812035A - Combined type overhead monorail traffic track beam and its processing technology - Google Patents
Combined type overhead monorail traffic track beam and its processing technology Download PDFInfo
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- CN106812035A CN106812035A CN201710182539.7A CN201710182539A CN106812035A CN 106812035 A CN106812035 A CN 106812035A CN 201710182539 A CN201710182539 A CN 201710182539A CN 106812035 A CN106812035 A CN 106812035A
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- main body
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- 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
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Abstract
The invention discloses combined type overhead monorail traffic track beam, it includes the first track girder main body and the second track girder main body, and the first track girder main body and the second track girder body combination are into a whole track girder main body；The first described track girder main body and the second track girder main body are including the edge of a wing outside the edge of a wing in track web, the interior edge of a wing in track girder top, track girder bottom and track girder bottom；The first described track girder main body and the second track girder main body use roll forming.The present invention is easy to construction transport and field erected combined type overhead monorail traffic track beam and its processing technology, apparent size high precision, track girder inner section flatness to be protected, and train is difficult to jolt during traveling, and comfort level is high；By changing the structure type of track girder main body, and then processing preparation method can be changed, improve processing and manufacturing efficiency, track girder formed precision is high, and quality can obtain effective guarantee.
Description
Technical field
The present invention relates to field of track traffic, more particularly to combined type overhead monorail traffic track beam and its processing technology.
Background technology
Suspension type monorail traffic system is overhead rail train, and track is square ON TRAINS, is supported by steel or cement post
In the air.Due to traffic above-ground being moved in the air, city friendship can be alleviated on the basis of it need not extend city existing highway facility
Logical problem.Again because it only moves in the air track, whole road surface is lifted rather than as elevated railway or riding single track
Enter aerial, therefore overcome the disadvantage of other Rail Transit Systems, the characteristics of construction and operator face have many prominent and
Advantage.Although suspension type monorail traffic has lot of advantages, existing suspension type monorail traffic track beam manufacture is primarily present
Following difficult point：
(1) using armored concrete precast construction, then its quality is larger for existing track girder, and construction is transported and in-site installation
Difficulty is larger, and the lifting machine requirement for being used is higher, and construction cost is higher, and construction safety risk is larger；It is prefabricated by template
Reinforced concrete structure, its apparent size precision is poor, and track girder inner section flatness is difficult to ensure, causes train advancing
During relatively jolt, comfort level is poor.
(2) existing track girder main body is the section form of remaining silent that bottom disconnects, and is then by inciting somebody to action using steel plate welding fabrication
Steel plate cuts into strips, and by the vertical assembly welding fabrication of batten group, its welding engineering amount is larger, and manufacture efficiency is low, welding deformation amount
Greatly, track girder formed precision is poor, and quality is difficult to ensure that；The shape of transverse stiffener is irregular simultaneously, causes cutting for stiffener
Cut off material loss greatly, cost wastes the attachment weld and track girder main body attachment weld of serious transverse stiffener and main body casing,
Intersecting and overlay region is more, easily causes weld seam to be piled up, and influences node quality, if according to welding for steel structure code requirement, to keep away
Track girder main body attachment weld is opened, welding hole was set on ribbed stiffener, then can increase the blanking loss of ribbed stiffener, and weld seam does not connect
Continuous, welding efficiency is extremely low.
The content of the invention
It is an object of the invention to overcome the deficiencies in the prior art, there is provided one kind is easy to construction transport and field erected group
Box-like overhead monorail traffic track beam and its processing technology, apparent size high precision, track girder inner section flatness are protected,
Train is difficult to jolt during traveling, and comfort level is high；Added by changing the structure type of track girder main body, and then can change
Work preparation method, improves processing and manufacturing efficiency, and track girder formed precision is high, and quality can obtain effective guarantee.
The purpose of the present invention is achieved through the following technical solutions：Combined type overhead monorail traffic track beam, it is wrapped
Include the first track girder main body and the second track girder main body, the first track girder main body and the second track girder body combination are whole into one
Track girder main body；
The first described track girder main body and the second track girder main body include track web, track girder top inner wing
Edge, track girder
The edge of a wing outside the edge of a wing and track girder bottom in bottom；
The first described track girder main body and the second track girder main body use roll forming.
Increase ala lateralis listrium in section-bottom, coordinate lateral stiffening plate, be conducive to improving section stress, it is easier to
Improve section rigidity, and segmentation division is carried out to outside stiffener, make outside stiffener more regular, processing cutting utilization rate is more
It is high.This track girder main cross section (track girder main body) can be substantially improved manufacture efficiency by roll forming；
It is preferred that, the first described track girder main body is provided with the outer edge of a wing in the first track girder top；Described
Two track girder main bodys are provided with the outer edge of a wing in the second track girder top.
It is preferred that, the first described track girder main body and the section of the second track girder main body are inequilateral H-shaped
Steel section.
It is preferred that, the first described track girder main body and the second track girder main body are welded.
It is preferred that, the first described track girder main body and the second track girder main body specular.
It is preferred that, the first described track girder bottom part body is provided with the elongated ribbed stiffener in the first bottom；Second rail
Road beam bottom part body is provided with the elongated ribbed stiffener in the second bottom.
It is preferred that, the first track girder main body and/or the second track girder body top are provided with top lateral stiffening
Rib.
It is preferred that, the first track girder bottom part body is provided with the first bottom outside transverse stiffener and/or first
Bottom inside transverse stiffener；Second track girder bottom part body is provided with the second bottom outside ribbed stiffener and/or the second bottom
Side ribbed stiffener；First track girder body side sets the first belly ribbed stiffener laterally outside, and the second track girder body side is set
Second belly ribbed stiffener laterally outside.
Combined type overhead monorail traffic track beam processing technology, it comprises the following steps：
S1：First track girder main body and the second track girder main body pass through roll forming respectively；
S2：First track girder main body and the second track girder main body are welded together.
It is preferred that, if when the yield strength of the first track girder main body and the second track girder main body is inadequate, it is necessary to
Reinforcer is set, and described reinforcer includes top transverse stiffener, the first belly ribbed stiffener, the second belly outside laterally outside
Transverse stiffener, the elongated ribbed stiffener in the first bottom, the elongated ribbed stiffener in the second bottom, the first bottom outside transverse stiffener, first
Bottom inside transverse stiffener, the second bottom outside ribbed stiffener and the second bottom inside ribbed stiffener；
Top transverse stiffener is welded with the first track girder main body and the second track girder main body respectively；
First track girder body side welds the first belly ribbed stiffener laterally outside, the second track girder body side welding the
Two bellies ribbed stiffener laterally outside；
The elongated ribbed stiffener in first bottom is arranged on the first track girder bottom part body；The elongated ribbed stiffener in second bottom is arranged on
Two track girder bottom part bodies；
First bottom outside transverse stiffener respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
Welding；
First bottom inside transverse stiffener respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
Welding；
Second bottom outside ribbed stiffener is welded with the elongated ribbed stiffener of the second track girder bottom part body and the second bottom respectively；
Second bottom inside ribbed stiffener is welded with the elongated ribbed stiffener of the second track girder bottom part body and the second bottom respectively.
The beneficial effects of the invention are as follows：The present invention is easy to construction transport and field erected combined type overhead monorail traffic rail
Road beam and its processing technology, apparent size high precision, track girder inner section flatness are protected, train during traveling not
Easily jolt, comfort level is high；By changing the structure type of track girder main body, and then processing preparation method can be changed, improve and add
Work manufacture efficiency, track girder formed precision is high, and quality can obtain effective guarantee.More specifically, the invention has the advantages that：
(1) by changing the structure type of track girder main body, an attachment weld is increased, it is opening shape to become tee section of remaining silent
Section, makes section to improve component production efficiency by rolling machine-shaping, reduces secondary operation weld job amount, is conducive to
Control deformation, ensures crudy；Using rolling mill practice, the tee section of remaining silent that track girder main body, i.e. bottom disconnect is divided into
Two symmetrical opening tee sections, the condition for making it possess roll forming, and secondary welding is reduced using disposable roll forming
Workload, is conducive to section precision and quality control.Simultaneously use roll forming technique, the upper and lower edge of a wing of track girder main body and
Web can different-thickness, can according to stress need customize each several part thickness of slab, can significantly save rolled steel dosage, reduces cost；If adopting
With roll forming, then each region thickness of slab in section can advantageously reduce section steel using amount with disunity, cost-effective；
(2) using behind this section, each stiffener be able to can be not provided with according to stress needs, may also set up, and stiffener does not collect
Middle setting, intersects or piles up in the absence of attachment weld, is conducive to lifting section point mass；
(3) track girder main cross section combination, can go up the shaping of streamline welding assembly, and manufacture efficiency is high；
(4) track girder stiffener, can be not provided with or set relatively thin steel plate, can reduce secondary operation weld job amount, subtract
Few thermal weld stress, is conducive to control to deform, and ensures the workmanship of track girder；
(5) section form to track girder main body has carried out innovation adjustment, and flange plate is extended to web outside, makes L-shaped
Node is changed into T-section point, especially in the extension of lower flange, can be effectively improved this section main stress region --- lower flange
Load effect, while split to transverse stiffener, making to put more energy into, plate shape is more regular, and the cutting stock for reducing stiffener is damaged
Consumption.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the present invention one；
Fig. 2 is the cross section structure schematic diagram of the track girder main body of the embodiment of the present invention one；
Fig. 3 is the configuration schematic diagram of the embodiment of the present invention one；
Fig. 4 is the axle geodesic structure schematic diagram of the embodiment of the present invention one；
Fig. 5 is one whole section of three-dimensional shaft geodesic structure schematic diagram of the embodiment of the present invention；
Fig. 6 is the structural representation of the embodiment of the present invention two；
Fig. 7 is the cross section structure schematic diagram of the track girder main body of the embodiment of the present invention two；
Fig. 8 is the configuration schematic diagram of the embodiment of the present invention two；
Fig. 9 is the axle geodesic structure schematic diagram of the embodiment of the present invention two；
Figure 10 is two whole sections of three-dimensional shaft geodesic structure schematic diagrames of the embodiment of the present invention；
Figure 11 is the structural representation of the embodiment of the present invention three；
Figure 12 is the cross section structure schematic diagram of the track girder main body of the embodiment of the present invention three；
Figure 13 is the configuration schematic diagram of the embodiment of the present invention three；
Figure 14 is the axle geodesic structure schematic diagram of the embodiment of the present invention three；
Figure 15 is three whole sections of three-dimensional shaft geodesic structure schematic diagrames of the embodiment of the present invention；
Figure 16 is the structural representation of the embodiment of the present invention four；
Figure 17 is the cross section structure schematic diagram of the track girder main body of the embodiment of the present invention four；
Figure 18 is the configuration schematic diagram of the embodiment of the present invention four；
Figure 19 is the axle geodesic structure schematic diagram of the embodiment of the present invention four；
Figure 20 is four whole sections of three-dimensional shaft geodesic structure schematic diagrames of the embodiment of the present invention；
In figure, 1- track girder main bodys, 1.1- track webs, the edge of a wing, 1.3- track girders bottom in 1.2- track girders top
The interior edge of a wing, the outer edge of a wing in 1.4- track girders top, the edge of a wing outside 1.5- track girders bottom, 2- tops transverse stiffener, the bellies of 3- first
Ribbed stiffener laterally outside, the bellies of 4- second ribbed stiffener laterally outside, 5- the first bottom outside transverse stiffeners, the bottoms of 6- first lead to
Ribbed stiffener long, 7- the first bottom inside transverse stiffeners, 8- the second bottom inside ribbed stiffeners, the elongated ribbed stiffener in the bottoms of 9- second,
10- the second bottom outside ribbed stiffeners.
Specific embodiment
Technical scheme is described in further detail below in conjunction with the accompanying drawings, but protection scope of the present invention is not limited to
It is as described below.
Embodiment one：
As shown in Fig. 1~Fig. 5, combined type overhead monorail traffic track beam, it includes the first track girder main body and the second rail
Road beam main body, the first track girder main body and the second track girder body combination are into a whole track girder main body 1；
The first described track girder main body and the second track girder main body are included in track web 1.1, track girder top
The edge of a wing 1.2,
The edge of a wing 1.5 outside the edge of a wing 1.3 and track girder bottom in track girder bottom；
The first described track girder main body and the second track girder main body use roll forming.
Preferably, the first described track girder main body is provided with the outer edge of a wing 1.4 in the first track girder top, the first track girder master
The outer one roll forming of the edge of a wing 1.4 of body and the first track girder top；The second described track girder main body is provided with the second track girder
The edge of a wing 1.4 outside top, the outer one roll forming of the edge of a wing 1.4 of the second track girder main body and the second track girder top.
Preferably, the section of the first described track girder main body and the second track girder main body is inequilateral H-shaped steel section.
Preferably, the first described track girder main body and the second track girder main body are welded.
Preferably, the first described track girder main body and the second track girder main body specular.
Preferably, the first described track girder bottom part body is provided with the elongated ribbed stiffener 6 in the first bottom, the first track girder master
The elongated one roll forming of ribbed stiffener 6 of body and the first bottom；Second track girder bottom part body is provided with that the second bottom is elongated to put more energy into
Rib 9, the elongated one roll forming of ribbed stiffener 9 of the second track girder main body and the second bottom.
Preferably, the first track girder main body and/or the second track girder body top are provided with top transverse stiffener 2.
Preferably, the first track girder bottom part body is provided with the first bottom outside transverse stiffener 5 and/or the first bottom
Side transverse stiffener 7；Second track girder bottom part body is provided with the second bottom outside ribbed stiffener 10 and/or the second bottom inside adds
Strength rib 8；First track girder body side sets the first belly ribbed stiffener 3 laterally outside, the first belly 3 points of ribbed stiffener laterally outside
Do not welded with the track girder main body of the edge of a wing 1.5 and first outside the outer edge of a wing 1.4 in track girder top, track girder bottom；Second track girder
Body side sets the second belly ribbed stiffener 4 laterally outside, and ribbed stiffener 4 is outer with track girder top respectively laterally outside for the second belly
The track girder main body of the edge of a wing 1.5 and second welding outside the edge of a wing 1.4, track girder bottom.
Combined type overhead monorail traffic track beam processing technology, it comprises the following steps：
S1：First track girder main body and the second track girder main body pass through roll forming respectively；
S2：First track girder main body and the second track girder main body are welded together.
Preferably, if added, it is necessary to set when the yield strength of the first track girder main body and the second track girder main body is inadequate
Strong part, described reinforcer includes top transverse stiffener 2, the first belly, and ribbed stiffener 3, the second belly be laterally outside laterally outside
Ribbed stiffener 4, the elongated ribbed stiffener 6 in the first bottom, the elongated ribbed stiffener 9 in the second bottom, the first bottom outside transverse stiffener 5, first
Bottom inside transverse stiffener 7, the second bottom outside ribbed stiffener 10 and the second bottom inside ribbed stiffener 8；
Top transverse stiffener 2 is welded with the first track girder main body and the second track girder main body respectively；
First track girder body side weld the first belly laterally outside ribbed stiffener 3 (preferably, the first belly adds laterally outside
Strength rib 3 is welded with the track girder main body of the edge of a wing 1.5 and first outside the outer edge of a wing 1.4 in track girder top, track girder bottom respectively), the
Two track girder body sides weld the second belly laterally outside ribbed stiffener 4 (preferably, the second belly laterally outside distinguish by ribbed stiffener 4
Welded with the track girder main body of the edge of a wing 1.5 and second outside the outer edge of a wing 1.4 in track girder top, track girder bottom)；
The elongated ribbed stiffener 6 in first bottom is arranged on the first track girder bottom part body；The elongated ribbed stiffener 9 in second bottom is arranged on
Second track girder bottom part body；
First bottom outside transverse stiffener 5 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding；
First bottom inside transverse stiffener 7 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding；
Second bottom outside ribbed stiffener 10 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect；
Second bottom inside ribbed stiffener 8 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect.
Embodiment two：
As shown in Fig. 6~Figure 10, combined type overhead monorail traffic track beam, it includes the first track girder main body and the second rail
Road beam main body, the first track girder main body and the second track girder body combination are into a whole track girder main body 1；
The first described track girder main body and the second track girder main body are included in track web 1.1, track girder top
The edge of a wing 1.2,
The edge of a wing 1.5 outside the edge of a wing 1.3 and track girder bottom in track girder bottom；
The first described track girder main body and the second track girder main body use roll forming.
Preferably, the first described track girder main body is provided with the outer edge of a wing 1.4 in the first track girder top, the first track girder master
The outer one roll forming of the edge of a wing 1.4 of body and the first track girder top；The second described track girder main body is provided with the second track girder
The edge of a wing 1.4 outside top, the second track girder main body and the outer one roll forming of the edge of a wing 1.4 in the second track girder top.
Preferably, the section of the first described track girder main body and the second track girder main body is inequilateral H-shaped steel section.
Preferably, the first described track girder main body and the second track girder main body are welded.
Preferably, the first described track girder main body and the second track girder main body specular.
Preferably, described the first track girder bottom part body welding elongated ribbed stiffener 6 in the first bottom；Second track girder main body
The elongated ribbed stiffener 9 in the bottom of bottom welding second.
Preferably, the first track girder main body and/or the second track girder body top are provided with top transverse stiffener 2.
Preferably, the first track girder bottom part body is provided with the first bottom outside transverse stiffener 5 and/or the first bottom
Side transverse stiffener 7；Second track girder bottom part body is provided with the second bottom outside ribbed stiffener 10 and/or the second bottom inside adds
Strength rib 8；First track girder body side sets the first belly ribbed stiffener 3 laterally outside, the first belly 3 points of ribbed stiffener laterally outside
Do not welded with the track girder main body of the edge of a wing 1.5 and first outside the outer edge of a wing 1.4 in track girder top, track girder bottom；Second track girder
Body side sets the second belly ribbed stiffener 4 laterally outside, and ribbed stiffener 4 is outer with track girder top respectively laterally outside for the second belly
The track girder main body of the edge of a wing 1.5 and second welding outside the edge of a wing 1.4, track girder bottom.
Combined type overhead monorail traffic track beam processing technology, it comprises the following steps：
S1：First track girder main body and the second track girder main body pass through roll forming respectively；
S2：First track girder main body and the second track girder main body are welded together.
Preferably, if added, it is necessary to set when the yield strength of the first track girder main body and the second track girder main body is inadequate
Strong part, described reinforcer includes top transverse stiffener 2, the first belly, and ribbed stiffener 3, the second belly be laterally outside laterally outside
Ribbed stiffener 4, the elongated ribbed stiffener 6 in the first bottom, the elongated ribbed stiffener 9 in the second bottom, the first bottom outside transverse stiffener 5, first
Bottom inside transverse stiffener 7, the second bottom outside ribbed stiffener 10 and the second bottom inside ribbed stiffener 8；
Top transverse stiffener 2 is welded with the first track girder main body and the second track girder main body respectively；
First track girder body side weld the first belly laterally outside ribbed stiffener 3 (preferably, the first belly adds laterally outside
Strength rib 3 is welded with the track girder main body of the edge of a wing 1.5 and first outside the outer edge of a wing 1.4 in track girder top, track girder bottom respectively), the
Two track girder body sides weld the second belly laterally outside ribbed stiffener 4 (preferably, the second belly laterally outside distinguish by ribbed stiffener 4
Welded with the track girder main body of the edge of a wing 1.5 and second outside the outer edge of a wing 1.4 in track girder top, track girder bottom)；
The elongated ribbed stiffener 6 in first bottom is arranged on the first track girder bottom part body；The elongated ribbed stiffener 9 in second bottom is arranged on
Second track girder bottom part body；
First bottom outside transverse stiffener 5 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding, in the first bottom, the weld of the elongated track girder main body of ribbed stiffener 6 and first set welding hole；
First bottom inside transverse stiffener 7 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding, in the first bottom, the weld of the elongated track girder main body of ribbed stiffener 6 and first set welding hole；
Second bottom outside ribbed stiffener 10 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect, in the second bottom, the weld of the elongated track girder main body of ribbed stiffener 9 and second set welding hole；
Second bottom inside ribbed stiffener 8 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect, in the second bottom, the weld of the elongated track girder main body of ribbed stiffener 9 and second set welding hole.
Embodiment three：
As shown in Figure 11~Figure 15, combined type overhead monorail traffic track beam, it includes the first track girder main body and second
Track girder main body, the first track girder main body and the second track girder body combination are into a whole track girder main body 1；
The first described track girder main body and the second track girder main body are included in track web 1.1, track girder top
The edge of a wing 1.2,
The edge of a wing 1.5 outside the edge of a wing 1.3 and track girder bottom in track girder bottom；
The first described track girder main body and the second track girder main body use roll forming.
Preferably, the first described track girder main body and the second track girder main body are welded.
Preferably, the first described track girder main body and the second track girder main body specular.
Preferably, the first described track girder bottom part body is provided with the elongated ribbed stiffener 6 in the first bottom；Second track girder master
Body bottom is provided with the elongated ribbed stiffener 9 in the second bottom.
Preferably, the first track girder main body and/or the second track girder body top are provided with top transverse stiffener 2.
Preferably, the first track girder bottom part body is provided with the first bottom outside transverse stiffener 5 and/or the first bottom
Side transverse stiffener 7；Second track girder bottom part body is provided with the second bottom outside ribbed stiffener 10 and/or the second bottom inside adds
Strength rib 8；First track girder body side sets the first belly ribbed stiffener 3 laterally outside, the first belly 3 points of ribbed stiffener laterally outside
Do not welded with the track girder main body of the edge of a wing outside track girder bottom 1.5 and first；Second track girder body side sets the second belly
Ribbed stiffener 4 laterally outside, the second belly laterally outside ribbed stiffener 4 respectively with the track of the edge of a wing outside track girder bottom 1.5 and second
Beam main body is welded.
Combined type overhead monorail traffic track beam processing technology, it comprises the following steps：
S1：First track girder main body and the second track girder main body pass through roll forming respectively；
S2：First track girder main body and the second track girder main body are welded together.
Preferably, if added, it is necessary to set when the yield strength of the first track girder main body and the second track girder main body is inadequate
Strong part, described reinforcer includes top transverse stiffener 2, the first belly, and ribbed stiffener 3, the second belly be laterally outside laterally outside
Ribbed stiffener 4, the elongated ribbed stiffener 6 in the first bottom, the elongated ribbed stiffener 9 in the second bottom, the first bottom outside transverse stiffener 5, first
Bottom inside transverse stiffener 7, the second bottom outside ribbed stiffener 10 and the second bottom inside ribbed stiffener 8；
Top transverse stiffener 2 is welded with the first track girder main body and the second track girder main body respectively；
First track girder body side weld the first belly laterally outside ribbed stiffener 3 (preferably, the first belly adds laterally outside
Strength rib 3 is welded with the track girder main body of the edge of a wing outside track girder bottom 1.5 and first respectively), the welding of the second track girder body side
Second belly laterally outside ribbed stiffener 4 (preferably, the second belly laterally outside ribbed stiffener 4 respectively with the edge of a wing 1.5 outside track girder bottom
And second track girder main body welding)；
The elongated ribbed stiffener 6 in first bottom is arranged on the first track girder bottom part body, the elongated ribbed stiffener 6 and first in the first bottom
Track girder main body one roll forming；The elongated ribbed stiffener 9 in second bottom is arranged on the second track girder bottom part body, and the second bottom leads to
The track girder main body one roll forming of ribbed stiffener long 9 and second；
First bottom outside transverse stiffener 5 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding；
First bottom inside transverse stiffener 7 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding；
Second bottom outside ribbed stiffener 10 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect；
Second bottom inside ribbed stiffener 8 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect.
Example IV：
As shown in Figure 16 to Figure 20, combined type overhead monorail traffic track beam, it includes the first track girder main body and second
Track girder main body, the first track girder main body and the second track girder body combination are into a whole track girder main body 1；
The first described track girder main body and the second track girder main body are included in track web 1.1, track girder top
The edge of a wing 1.2,
The edge of a wing 1.5 outside the edge of a wing 1.3 and track girder bottom in track girder bottom；
The first described track girder main body and the second track girder main body use roll forming.
Preferably, the first described track girder main body and the second track girder main body are welded.
Preferably, the first described track girder main body and the second track girder main body specular.
Preferably, the first described track girder bottom part body is provided with the elongated ribbed stiffener 6 in the first bottom；Second track girder master
Body bottom is provided with the elongated ribbed stiffener 9 in the second bottom.
Preferably, the first track girder main body and/or the second track girder body top are provided with top transverse stiffener 2.
Preferably, the first track girder bottom part body is provided with the first bottom outside transverse stiffener 5 and/or the first bottom
Side transverse stiffener 7；Second track girder bottom part body is provided with the second bottom outside ribbed stiffener 10 and/or the second bottom inside adds
Strength rib 8；First track girder body side sets the first belly ribbed stiffener 3 laterally outside, the first belly 3 points of ribbed stiffener laterally outside
Do not welded with the track girder main body of the edge of a wing outside track girder bottom 1.5 and first；Second track girder body side sets the second belly
Ribbed stiffener 4 laterally outside, the second belly laterally outside ribbed stiffener 4 respectively with the track of the edge of a wing outside track girder bottom 1.5 and second
Beam main body is welded.
Combined type overhead monorail traffic track beam processing technology, it comprises the following steps：
S1：First track girder main body and the second track girder main body pass through roll forming respectively；
S2：First track girder main body and the second track girder main body are welded together.
Preferably, if added, it is necessary to set when the yield strength of the first track girder main body and the second track girder main body is inadequate
Strong part, described reinforcer includes top transverse stiffener 2, the first belly, and ribbed stiffener 3, the second belly be laterally outside laterally outside
Ribbed stiffener 4, the elongated ribbed stiffener 6 in the first bottom, the elongated ribbed stiffener 9 in the second bottom, the first bottom outside transverse stiffener 5, first
Bottom inside transverse stiffener 7, the second bottom outside ribbed stiffener 10 and the second bottom inside ribbed stiffener 8；
Top transverse stiffener 2 is welded with the first track girder main body and the second track girder main body respectively；
First track girder body side welds the first belly ribbed stiffener 3 laterally outside, the first belly ribbed stiffener 3 laterally outside
Welded with the track girder main body of the edge of a wing outside track girder bottom 1.5 and first respectively；Second track girder body side welds the second abdomen
Portion ribbed stiffener 4 laterally outside, the second belly laterally outside ribbed stiffener 4 respectively with the rail of the edge of a wing outside track girder bottom 1.5 and second
Road beam main body welding；
The elongated ribbed stiffener 6 in first bottom is arranged on the first track girder bottom part body；The elongated ribbed stiffener 9 in second bottom is arranged on
Second track girder bottom part body；
First bottom outside transverse stiffener 5 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding, in the first bottom, the weld of the elongated track girder main body of ribbed stiffener 6 and first set welding hole；
First bottom inside transverse stiffener 7 respectively with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom
6 welding, in the first bottom, the weld of the elongated track girder main body of ribbed stiffener 6 and first set welding hole；
Second bottom outside ribbed stiffener 10 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect, in the second bottom, the weld of the elongated track girder main body of ribbed stiffener 9 and second set welding hole；
Second bottom inside ribbed stiffener 8 is welded with the elongated ribbed stiffener 9 of the second track girder bottom part body and the second bottom respectively
Connect, in the second bottom, the weld of the elongated track girder main body of ribbed stiffener 9 and second set welding hole.
It is preferred that, the material of all component parts of the invention is low-alloy high-tensile structural steel, yield strength
More than or equal to 345MPa.
Each part is illustrated below：
Track girder main body 1, can be inequilateral H-shaped steel section (embodiment one) with ribbing, inequilateral H-shaped steel section (embodiment
Two), the section of falling T-section steel (embodiment three) with ribbing, the section of falling T-section steel (example IV).It is characterized in, is open-type
Section form, can be using high strength steel by rolling, welding, the local machine-shaping such as bending and welding, and more traditional closes
Shape of the mouth as one speaks section, production efficiency is high.
Top transverse stiffener 2, the stress needs according to track girder main body 1, can be not provided with, or using rectangle, equilateral three
The shapes such as angular or isosceles trapezoid are set.
Ribbed stiffener on the outside of belly (including the first belly laterally outside the belly of ribbed stiffener 3 and second ribbed stiffener 4 laterally outside),
According to 1 stress needs, can be not provided with, or be set using rectangle, triangle or the shape sheet material such as trapezoidal.
Bottom outside stiffener (including the first bottom outside transverse stiffener 5 and second bottom outside ribbed stiffener 10), can
Using shapes such as rectangle, right-angled trapezium, triangles.
Bottom inside stiffener (including the first bottom inside transverse stiffener 7 and second bottom inside ribbed stiffener 8), can adopt
With shapes such as rectangle, right-angled trapezium, triangles.
The elongated ribbed stiffener in bottom (including the elongated elongated ribbed stiffener 9 in bottom of ribbed stiffener 6 and second in the first bottom), according to track
The stress of beam main body 1 needs, and can be not provided with.When being not provided with, the elongated ribbed stiffener of bottom inside stiffener and bottom is connected as one
Block whole plate.
Two track girder main bodys 1 of the invention are arranged symmetrically, and at the top of track girder main body 1 by being welded to connect, form rail
The class closed section form that Dao Liang bottoms zone line disconnects.
It is highly preferred that the present invention top transverse stiffener 2, belly on the outside of ribbed stiffener, bottom inside stiffener and bottom
Elongated ribbed stiffener is set in a plane, and on the length direction of track girder main body 1, it is spaced apart to be evenly arranged.
Alternatively, the rolling in the embodiment of the present invention three and example IV could alternatively be bending and molding.
Presently preferred embodiments of the present invention is the foregoing is only, is not intended to limit the invention, it is noted that be all
Any modification, equivalent and improvement for being made within the spirit and principles in the present invention etc., should be included in guarantor of the invention
Within the scope of shield.
Claims (10)
1. combined type overhead monorail traffic track beam, it is characterised in that：It includes the first track girder main body and the second track girder master
Body, the first track girder main body and the second track girder body combination are into a whole track girder main body；
The first described track girder main body and the second track girder main body include track web, track girder the top interior edge of a wing, rail
The edge of a wing outside the edge of a wing and track girder bottom in Dao Liang bottoms；
The first described track girder main body and the second track girder main body use roll forming.
2. combined type overhead monorail traffic track beam according to claim 1, it is characterised in that：The first described track girder
Main body is provided with the outer edge of a wing in the first track girder top；The second described track girder main body is provided with the second track girder top outer wing
Edge.
3. combined type overhead monorail traffic track beam according to claim 1, it is characterised in that：The first described track girder
The section of main body and the second track girder main body is inequilateral H-shaped steel section.
4. the combined type overhead monorail traffic track beam according to claim 1 or 3, it is characterised in that：The first described rail
Road beam main body and the second track girder main body are welded.
5. the combined type overhead monorail traffic track beam according to claim 1 or 3, it is characterised in that：The first described rail
Road beam main body and the second track girder main body specular.
6. combined type overhead monorail traffic track beam according to claim 1 and 2, it is characterised in that：The first described rail
Road beam bottom part body is provided with the elongated ribbed stiffener in the first bottom；Second track girder bottom part body is provided with that the second bottom is elongated to put more energy into
Rib.
7. combined type overhead monorail traffic track beam according to claim 1, it is characterised in that：First track girder main body
And/or second track girder body top be provided with top transverse stiffener.
8. the combined type overhead monorail traffic track beam according to claim 1 or 2 or 7, it is characterised in that：First track girder
Bottom part body is provided with the first bottom outside transverse stiffener and/or the first bottom inside transverse stiffener；Second track girder master
Body bottom is provided with the second bottom outside ribbed stiffener and/or the second bottom inside ribbed stiffener；First track girder body side is set
First belly ribbed stiffener laterally outside, the second track girder body side sets the second belly ribbed stiffener laterally outside.
9. combined type overhead monorail traffic track beam processing technology, it is characterised in that it comprises the following steps：
S1：First track girder main body and the second track girder main body pass through roll forming respectively；
S2：First track girder main body and the second track girder main body are welded together.
10. combined type overhead monorail traffic track beam processing technology according to claim 9, it is characterised in that：If the
, it is necessary to set reinforcer when the yield strength of one track girder main body and the second track girder main body is inadequate, described reinforcer includes
Top transverse stiffener, the first belly laterally outside ribbed stiffener, the second belly laterally outside ribbed stiffener, the first bottom is elongated puts more energy into
Rib, the elongated ribbed stiffener in the second bottom, the first bottom outside transverse stiffener, the first bottom inside transverse stiffener, the second bottom
Outside ribbed stiffener and the second bottom inside ribbed stiffener；
Top transverse stiffener is welded with the first track girder main body and the second track girder main body respectively；
First track girder body side welds the first belly ribbed stiffener laterally outside, and the second track girder body side welds the second abdomen
Portion's ribbed stiffener laterally outside；
The elongated ribbed stiffener in first bottom is arranged on the first track girder bottom part body；The elongated ribbed stiffener in second bottom is arranged on the second rail
Road beam bottom part body；
First bottom outside transverse stiffener is welded with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom respectively；
First bottom inside transverse stiffener is welded with the elongated ribbed stiffener of the first track girder bottom part body and the first bottom respectively；
Second bottom outside ribbed stiffener is welded with the elongated ribbed stiffener of the second track girder bottom part body and the second bottom respectively；
Second bottom inside ribbed stiffener is welded with the elongated ribbed stiffener of the second track girder bottom part body and the second bottom respectively.
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| CN107190592A (en) * | 2017-07-24 | 2017-09-22 | 中国五冶集团有限公司 | Suspension type monorail traffic ripple web path beam |
| CN108316069A (en) * | 2018-04-02 | 2018-07-24 | 北京中建空列集团有限公司 | Hanging type aerial track girder and its processing method |
| CN108442191A (en) * | 2018-05-28 | 2018-08-24 | 中建空列（北京）工程设计研究院有限公司 | Track girder and traffic system for overhead track for traffic system for overhead track |
| CN108570594A (en) * | 2018-05-16 | 2018-09-25 | 中唐空铁科技有限公司 | A kind of steel that shock resistance is good and empty rail road |
| CN108642382A (en) * | 2018-05-16 | 2018-10-12 | 中唐空铁科技有限公司 | A kind of weathering steel and empty iron track girder |
| CN108755292A (en) * | 2018-07-27 | 2018-11-06 | 中国五冶集团有限公司 | Engaging type steel-concrete combined structure overhead monorail traffic track beam |
| CN109487644A (en) * | 2018-12-04 | 2019-03-19 | 周国平 | Multilevel traffic track girder |
| CN110565455A (en) * | 2019-10-09 | 2019-12-13 | 中建空列（北京）科技有限公司 | Rail transit system |
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| CN107190592A (en) * | 2017-07-24 | 2017-09-22 | 中国五冶集团有限公司 | Suspension type monorail traffic ripple web path beam |
| CN108316069A (en) * | 2018-04-02 | 2018-07-24 | 北京中建空列集团有限公司 | Hanging type aerial track girder and its processing method |
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| CN108442191B (en) * | 2018-05-28 | 2024-01-26 | 中建空列（北京）工程设计研究院有限公司 | Rail beam for air rail transit system and air rail transit system |
| CN108755292A (en) * | 2018-07-27 | 2018-11-06 | 中国五冶集团有限公司 | Engaging type steel-concrete combined structure overhead monorail traffic track beam |
| CN108755292B (en) * | 2018-07-27 | 2023-08-22 | 中国五冶集团有限公司 | Toothed steel-concrete combined structure suspended monorail traffic track beam |
| CN109487644A (en) * | 2018-12-04 | 2019-03-19 | 周国平 | Multilevel traffic track girder |
| CN110565455A (en) * | 2019-10-09 | 2019-12-13 | 中建空列（北京）科技有限公司 | Rail transit system |
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