CN207538516U - The steel construction of traffic platform - Google Patents
The steel construction of traffic platform Download PDFInfo
- Publication number
- CN207538516U CN207538516U CN201721460169.0U CN201721460169U CN207538516U CN 207538516 U CN207538516 U CN 207538516U CN 201721460169 U CN201721460169 U CN 201721460169U CN 207538516 U CN207538516 U CN 207538516U
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- CN
- China
- Prior art keywords
- support arm
- spandrel girder
- support
- steel construction
- traffic platform
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- 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.)
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Abstract
The utility model is related to a kind of steel construction of traffic platform, including：Go deep into the fixed pedestal of both sides of the road ground setting；The support column being securely fitted on fixed pedestal, the separate ground surface end of support column are provided with several first support arms, and the end of the first support arm is provided with several second support arms；The spandrel girder being assemblied on the second support arm；It is assemblied in the purlin separate ground side, being mutually parallel of spandrel girder；And the roofing layer of the separate ground side of purlin is assemblied in, roofing layer includes non-face layer and transparent surface layer.Realize the steel construction of the traffic platform of said program, several the first support arms are set on support column, several the second support arms are set on the first support arm, spandrel girder is assemblied on the second support arm, a small amount of support column can be used to carry more spandrel girders in this way, so as to reduce the area occupied of load-carrying members, the visual field for making passenger is openr；Roofing layer can be used for sunshade or keep off the rain, wherein, transparent surface layer can be used for daylighting.
Description
Technical field
The utility model is related to building structure technology field more particularly to a kind of steel constructions of traffic platform.
Background technology
Traffic platform is mainly used to change to for passenger, in order to avoid exposing to the sun and rain when passenger, which changes to, to be waited for, traffic platform
Building structure for sun-shading rain-proof would generally be set.
Generally using reinforced concrete structure, such structure needs to set big face traditional traffic platform due to weight is big
Long-pending bottom supporting wall, leads to the not penetrating of traffic platform, influences the visual field of passenger.
Utility model content
The utility model provides a kind of steel construction of traffic platform, has from heavy and light, supporting structure area occupied is small, the visual field
The advantages of open.
A kind of steel construction of traffic platform provided by the utility model, including：Go deep into the setting of both sides of the road ground, along road
The spaced fixed pedestal of road extending direction；The support column being securely fitted on the fixed pedestal, the support column it is remote
End is provided with several first support arms from the ground, and the end of first support arm is provided with several second support arms；It is assemblied in
Spandrel girder on second support arm, the spandrel girder are domed；It is assemblied in the separate ground side, mutual of the spandrel girder
Parallel purlin；And the roofing layer of the separate ground side of the purlin is assemblied in, the roofing layer is including non-face layer and thoroughly
Bright face layer.
It realizes the steel construction of the traffic platform of said program, several the first support arms, the first support is set on support column
Several the second support arms are set on arm, and spandrel girder is assemblied on the second support arm, can be held in this way using a small amount of support column
More spandrel girders are carried, so as to reduce the area occupied of load-carrying members, the visual field for making passenger is openr；Purlin is assemblied in load-bearing
Liang Shang, roofing layer are carried on purlin, and roofing layer can be used for sunshade or keep off the rain, wherein, transparent surface layer can be used for daylighting；Branch
Platen, spandrel girder, purlin using steel construction, can reduce dead weight.
Further, the support column is set perpendicular to ground, and the support column setting is there are two extending direction towards far
First support arm in direction from the ground, two first support arms are axially symmetric relative to the support column；Described
There are two second support arms for setting on one support arm, and two second support arms are relative to first support arm axial direction
Symmetrically.
It realizes the steel construction of the traffic platform of said program, two the first support arms is set on the first support column, first
Two the second supporting arms are set again in brace so that there are four the second support arms for setting on a support column, increase support column
Spandrel girder number can be assembled.
Further, the spandrel girder with being provided with the first articulated section at the second support arm assembling, described second
The end of support arm is provided with the second articulated section to match with first articulated section.
Realize the steel construction of the traffic platform of said program, between spandrel girder and the second support arm by the first articulated section and
The hinged mode in second articulated section is assembled, simple in structure, be easily achieved.
Further, the both ends of the spandrel girder are mutually assembled with two second support arms.
Realize the steel construction of the traffic platform of said program, each spandrel girder mutually assembles with four the second support arms, can be with
Spandrel girder is made to assemble with support column more to stablize.
Further, the end of the spandrel girder is in towards the arcuation far from the bending of ground direction.
Realize the steel construction of the traffic platform of said program, the structure of end set into the arcuation of spandrel girder easily facilitate with
The assembling of second support arm.
Further, the cross section of the spandrel girder is square.
Realize the steel construction of the traffic platform of said program, it can phase at the spandrel girder of square cross section and purlin mutually assembling
To flat, when assembling, is more convenient simple.
Further, perpendicular to the spandrel girder, the separate ground side of the purlin is provided with to be alternatively arranged the purlin
, with the purlin is perpendicular, stringer for carrying the roofing layer.
Realize the steel construction of the traffic platform of said program, spaced stringer is used for can be uniform when carrying roofing layer
Gravity is distributed on spandrel girder by ground, avoids gravity suffered by part excessive, so as to improve safety.
Further, the transparent surface layer is arranged on the top of the spandrel girder vault, and the non-face layer is arranged on institute
State the both sides of transparent surface layer；The transparent surface layer and the non-face layer are formed by board material splice.
Realize the steel construction of the traffic platform of said program, transparent surface layer can be used for daylighting, transparent surface layer and non-face
Layer is using board material splice into replacement during convenient for assembling and repair.
Further, the close ground side of the spandrel girder is additionally provided with the furred ceiling column for hanging indication panel.
Realize the steel construction of the traffic platform of said program, setting furred ceiling column is avoided for hanging indication panel from ground
Setting supporting structure supports indication panel, can also make passenger passageway while the instruction function to passenger is ensured
It is more unobstructed.
Advantageous effect：
1. setting several the first support arms on support column, several second support arms, load-bearing are set on the first support arm
Beam is assemblied on the second support arm, a small amount of support column can be used to carry more spandrel girders in this way, so as to reduce load-bearing knot
The area occupied of structure, the visual field for making passenger are openr.
2. support column, spandrel girder, purlin using steel construction, can reduce dead weight.
3. the transparent surface layer of setting can be used for daylighting, make traffic platform more bright.
4. setting furred ceiling column is used to hang indication panel, avoid setting supporting structure in bottom and passenger being hindered to walk,
Ensure passenger passageway can also be made more unobstructed while the instruction function to passenger.
Description of the drawings
Fig. 1 is the structure diagram one of the steel construction of the traffic platform of the utility model embodiment.
Fig. 2 is the structure diagram two of the steel construction of the traffic platform of the utility model embodiment.
Fig. 3 is the structure diagram three of the steel construction of the traffic platform of the utility model embodiment.
Reference numeral：1st, fixed pedestal；2nd, support column；21st, the first support arm；22nd, the second support arm；23rd, second is hinged
Portion；3rd, spandrel girder；31st, the first articulated section；4th, purlin；5th, roofing layer；51st, non-face layer；52nd, transparent surface layer；6th, furred ceiling column；
7th, stringer；8th, indication panel；9th, fixed beam；.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.Obviously, described implementation
Example is only the utility model part of the embodiment, instead of all the embodiments.Based on these embodiments, the common skill in this field
Art personnel all other embodiments obtained without creative efforts, belong to the utility model to be protected
The range of shield.
Embodiment：
As shown in Figure 1, the present embodiment is related to a kind of steel construction of traffic platform, including：Go deep into the fixation base of ground setting
Seat 1；The support column 2 being securely fitted on fixed pedestal 1 is provided with several first support arms 21, the first support arm on support column 2
21 end is provided with several second support arms 22；The spandrel girder 3 being assemblied on the second support arm 22；It is assemblied on spandrel girder 3
Purlin 4；And the roofing layer 5 of the separate ground side of purlin 4 is assemblied in, roofing layer 5 includes non-face layer 51 and transparent surface layer
52。
As shown in Figure 1, fixed pedestal 1 is arranged on the both sides of road, along road extending direction equidistant radial arrangement, support column
2 are securely fitted on fixed pedestal 1, and in the present embodiment, support column 2 is set perpendicular to ground, the cross-sectional profiles of support column 2
Rounded, in other embodiments, support column 2 can be obliquely installed, and the cross-sectional profiles of support column 2 can be rectangular, five sides
Shape, hexagon etc.；In order to which support column 2 is made to carry more spandrel girders 3, so as to reduce the requirement of support column 2, in this implementation
In example, separate the ground surface end of support column 2 is provided with extending direction towards two first support arms 21 in separate ground direction, two the
One support arm 21 is axially symmetric relative to support column 2, and the end setting of the first support arm 21 is there are two the second support arm 22, and second
Relative to the first support arm 21 axially and symmetrically, the first support arm 21 and the second support arm 22 can be flexure type to support arm 22,
Can four the first support arms 21, the first support arm 21 can be set with right and wrong flexure type in other embodiments, on support column 2
The different height and different directions of support column 2 can be arranged on, three the second support arms 22 can be set on first support arm 21,
Second support arm 22 can be arranged on the different location and different directions of the first support arm 21.
As shown in Fig. 2, the middle part of spandrel girder 3 is domed and equidistant radial arrangement, and in order to be suitable for assembling, the two of spandrel girder 3
End is set as towards the arc far from the bending of ground direction, and the cross section outer profile of spandrel girder 3 is square, and arch section is closely
Surface side setting is there are two the first articulated section 31, and spandrel girder 3 is toppled in order to prevent, and the first articulated section 31 is pre- in one with spandrel girder 3
Determine angle, the end of the second support arm 22 is provided with the second articulated section 23 being adapted with the first articulated section 31, and spandrel girder 3 passes through
The mode that first articulated section 31 and the second articulated section 23 are hinged is assemblied on support column 2, in other embodiments, spandrel girder 3
Cross section outer profile can be round, the both ends of spandrel girder 3 could be provided as being parallel to the close ground side at ground and both ends
There are three being respectively provided with or four the first articulated sections 31, the end of the second support arm 22 are set as parallel with spandrel girder 3 and are provided with
With 31 corresponding second articulated section 23 of the first articulated section, spandrel girder 3 is assembled in this way more steady on support column 2
It is fixed.
As shown in Figs. 1-2, passenger passageway is hindered in order to avoid assembling indication panel 8 from ground setting supporting structure,
In the present embodiment, the close ground side of spandrel girder 3 is provided with furred ceiling column 6, and indication panel 8 is assemblied on furred ceiling column 6, in other realities
It applies in example, indication panel 8 can also be assemblied on support column 2.
As shown in Figure 1,3, purlin 4 is arranged on the separate ground side of spandrel girder 3, in order to which gravity is made to be evenly dispersed into load-bearing
On beam 3,4 equidistant radial arrangement of purlin and perpendicular to spandrel girder 3, in order to facilitate daylighting, the central region on the arch top of spandrel girder 3
On be not provided with purlin 4 so that light passes through, in order to carry the roofing layer 5 of 3 vault of spandrel girder, the central region both sides on arch top
Fixed beam 9 is vertically installed between purlin 4；In the present embodiment, roofing layer 5 is formed using board material splice, and roofing layer 5 includes non-
Saturating face layer 51 and transparent surface layer 52, transparent surface layer 52 are assemblied in the separate ground side of fixed beam 9, transparent for keeping off the rain and daylighting
Face layer 52 can use glass material, can also use transparent plastic material, in order to assemble non-face layer 51 on purlin 4,
The vertically disposed stringer 7 of separate ground side of purlin 4,7 equidistant radial arrangement of stringer in this way can be by the gravity of non-face layer 51
For Transmit evenly to purlin 4, non-face layer 51 can use metallic plate, can also use composite plate, and the middle part of composite plate can be with
Setting layer of polyurethane or asbestos layer are thermally shielded or keep the temperature.
The use principle of the steel construction of the traffic platform of the present embodiment is approximately as stating：The first support of setting on support column 2
Arm 21 sets the second support arm 22 on first support arm 21, and spandrel girder 3 is assemblied in by articulated manner on the second support arm 22,
Purlin 4, stringer 7, roofing layer 5 are successively set on again on spandrel girder 3, and the top of traffic platform is built using beam frame structure, can be with
Dead weight is reduced, while sets multiple second support arms 22 that can carry more spandrel girders 3 on support column 2, can be reduced in this way
The usage quantity of support column 2, so as to reduce area occupied, the visual field for making passenger is more open；The transparent surface layer that roofing layer 5 is set
52 can carry out daylighting, make more bright in traffic platform；Furred ceiling column 6 can hinder for hanging indication panel 8 to avoid on ground
Passenger is hindered to walk, so as to make passenger passageway more unobstructed.
Claims (9)
1. a kind of steel construction of traffic platform, which is characterized in that including：
Go deep into the setting of both sides of the road ground, along the spaced fixed pedestal of road extending direction (1)；
The support column (2) being securely fitted on the fixed pedestal (1), the support column (2) if separate ground surface end be provided with
Dry first support arm (21), the end of first support arm (21) is provided with several second support arms (22)；
The spandrel girder (3) being assemblied on second support arm (22), the spandrel girder (3) are domed；
It is assemblied in the purlin (4) separate ground side, being mutually parallel of the spandrel girder (3)；And
Be assemblied in the roofing layer (5) of the separate ground side of the purlin (4), the roofing layer (5) including non-face layer (51) and
Transparent surface layer (52).
2. the steel construction of traffic platform according to claim 1, which is characterized in that the support column (2) is perpendicular to ground
Setting, the support column (2) setting is there are two first support arm (21) that extending direction is directed away from ground direction, two
First support arm (21) is axially symmetric relative to the support column (2)；
There are two second support arm (22), two the second support arm (22) phases for setting on first support arm (21)
It is axially symmetric for first support arm (21).
3. the steel construction of traffic platform according to claim 2, which is characterized in that the spandrel girder (3) with described
The first articulated section (31) is provided at two support arms (22) assembling, the end of second support arm (22) is provided with and described
The second articulated section (23) that one articulated section (31) matches.
4. the steel construction of traffic platform according to claim 3, which is characterized in that the end of the spandrel girder (3) is in
Towards the arcuation far from the bending of ground direction.
5. the steel construction of traffic platform according to claim 4, which is characterized in that the both ends of the spandrel girder (3) with
Two second support arms (22) are mutually assembled.
6. the steel construction of traffic platform according to claim 5, which is characterized in that the cross section of the spandrel girder (3) is in
It is rectangular.
7. the steel construction of traffic platform according to claim 1, which is characterized in that the purlin (4) is held perpendicular to described
Weight beam (3), the separate ground side of the purlin (4) be provided with it is spaced, with the purlin (4) it is perpendicular, for holding
Carry the stringer (7) of the roofing layer (5).
8. the steel construction of traffic platform according to claim 7, which is characterized in that the transparent surface layer (52) is arranged on institute
The top of spandrel girder (3) vault is stated, the non-face layer (51) is arranged on the both sides of the transparent surface layer (52)；
The transparent surface layer (52) and the non-face layer (51) are formed by board material splice.
9. the steel construction of the traffic platform according to any one in claim 1-8, which is characterized in that the spandrel girder
(3) close ground side is additionally provided with the furred ceiling column (6) for hanging indication panel (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721460169.0U CN207538516U (en) | 2017-11-04 | 2017-11-04 | The steel construction of traffic platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721460169.0U CN207538516U (en) | 2017-11-04 | 2017-11-04 | The steel construction of traffic platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207538516U true CN207538516U (en) | 2018-06-26 |
Family
ID=62612304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721460169.0U Expired - Fee Related CN207538516U (en) | 2017-11-04 | 2017-11-04 | The steel construction of traffic platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207538516U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952005A (en) * | 2018-07-05 | 2018-12-07 | 深圳市第建筑工程有限公司 | A kind of Y shape support column and auxiliary pour mold |
-
2017
- 2017-11-04 CN CN201721460169.0U patent/CN207538516U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952005A (en) * | 2018-07-05 | 2018-12-07 | 深圳市第建筑工程有限公司 | A kind of Y shape support column and auxiliary pour mold |
| CN108952005B (en) * | 2018-07-05 | 2020-07-24 | 深圳市第一建筑工程有限公司 | Y-shaped support column and auxiliary pouring mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180626 Termination date: 20181104 |
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| CF01 | Termination of patent right due to non-payment of annual fee |