CN206693709U - The self-propelled steel construction parking building of hinged frame support system multilayer - Google Patents
The self-propelled steel construction parking building of hinged frame support system multilayer Download PDFInfo
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- CN206693709U CN206693709U CN201621446281.4U CN201621446281U CN206693709U CN 206693709 U CN206693709 U CN 206693709U CN 201621446281 U CN201621446281 U CN 201621446281U CN 206693709 U CN206693709 U CN 206693709U
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Abstract
The self-propelled steel construction parking building of hinged frame support system multilayer, including structural column, structural beams, driving ramp, support frame and parking stall, it is characterised in that the structural column, structural beams and support frame are connected using link bolt between each other；The support frame includes carriage trestle, support frame beams and bearing diagonal, and the suspension column of carriage trestle is connected using link bolt, and support frame is arranged on the outside and middle part of structural plan.The joint structure of the utility model support body framework system is simple, and connecting bolt is few, is more suitable for assemble in site demand, non-yielding performance requirement is shaken in satisfaction.
Description
Technical field
A kind of self-propelled steel construction parking building of multilayer is the utility model is related to, especially a kind of hinged frame support system is more
The self-propelled steel construction parking building of layer.
Background technology
The problem of China big and medium-sized cities increasingly increase due to vehicles number at present, and parking difficulty turns into urgent need to resolve, space
The high spatial parking building of utilization rate gets most of the attention.The spatial parking building commonly used in engineering mainly has self-propelled spatial parking building and machine
Tool formula spatial parking building.Wherein self-propelled spatial parking building is the 60% of mechanical parking building with building cost, and follow-up maintenance expense only has
Mechanical parking building 50% and occupy advantage.Self-propelled spatial parking building uses assembling type steel structure simultaneously, compared to other structures shape
Formula has that anti-seismic performance is good, speed of application is fast, energy-saving low-carbon is environmentally friendly, low engineering cost, more saves the recyclable profit of material economy, green
With, it is safe and reliable the advantages that.
The structural system of existing self-propelled multi-layer steel construction parking building uses rigid connection moment resisting system, to meet water
Flat rigidity, bearing capacity and code requirement, the bean column node and suspension column of this structural system are rigid connection.Earthquake resistant code
GB50011-2011 regulation rigid connection frame beam columns need to meet local stability requirement, need to meet strong column and weak beam requirement, result of calculation table
Bright column section is relatively large.Anti- rule it further provides that beam-column connection need to be needed to meet by two-stage design, elastic stage node simultaneously
Various Load Combinations（Antidetonation combines）Envelope design, second stage node need to carry out ultimate bearing capacity checking computations, normal conditions
Node, which need to strengthen processing, can meet to require, such as widen the edge of a wing, increase cover plate.Such as doing using the full building site bolt of bean column node
Method, node connecting bolt is more, and processing and fabricating and construction are all inconvenient, and cost is also higher.
The content of the invention
In order to overcome the above-mentioned deficiency of prior art, the utility model provides a kind of hinged frame support system multilayer and walked certainly
Formula steel construction parking building, the joint structure of the parking building is simple, and connecting bolt is few, is more suitable for assemble in site demand, in satisfaction
Shake non-yielding performance requirement.
The utility model solves the technical scheme that its technical problem uses：The self-propelled steel of hinged frame support system multilayer
Structure parking building, including structural column, structural beams, driving ramp, support frame and parking stall, structural column, structural beams and carriage
Frame is connected using link bolt between each other；The support frame includes carriage trestle, support frame beams and bearing diagonal, branch
The suspension column of support frame trestle is connected using link bolt, and support frame is arranged on the outside and middle part of structural plan.
Further, the node between the carriage trestle, support frame beams and bearing diagonal using rigid connection or is articulated and connected.
Further, the suspension column of the carriage trestle uses exposed bolt connection, and shear key is arranged with suspension column.
Further, bearing diagonal selects Q345B steel plates, and bearing diagonal is welded in support frame beams and carriage trestle, tiltedly branch
Support the equal groove penetration weld of attachment weld, weld seam grade two level.
Further, the end gradient in the driving ramp is 7.5%, and the middle part gradient is 15%
Compared with prior art, a kind of hinged frame applied to the self-propelled steel construction parking building of multilayer of the utility model supports
System, it is hinged frame support system, in addition to support frame, beam column only undertakes vertical load using be hinged processing, beam column entirely,
It is not lateral resistant member, without strong column and weak beam requirement, without strong node requirements, bean column node passes through muscle using be hinged processing
Plate is reinforced, and joint structure is simple, and connecting bolt is few, is more suitable for assemble in site demand；Two are carried out to hinged support frame system
Phase analysis, first stage shake elastic three dimensional analysis, the main lateral resistant member of structure to be small（Support frame）Meet with steel column
Middle shake is unyielding, and second stage is the Static Elasto-Plastic Analysis under big shake, the results showed that structure meets no damage in small earthquake, and middle shake can
Repair, the performance objective of no collapsing with strong earthquake；Meet anti-seismic performance.
Brief description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
The self-propelled steel construction parking building structural plan figure of Fig. 1 hinged frame support system multilayers；
The self-propelled steel construction parking building structure 1-1 profiles of Fig. 2 hinged frame support system multilayers；
The self-propelled steel construction parking building structure 2-2 profiles of Fig. 3 hinged frame support system multilayers；
The self-propelled steel construction parking building structure bearing diagonal enlarged drawing of Fig. 4 hinged frame support system multilayers；
The self-propelled steel construction parking building structure bearing diagonal of Fig. 5 hinged frame support system multilayers and structural column connection figure；
The structural column suspension column connection figure of the self-propelled steel construction parking building structure of Fig. 6 hinged frame support system multilayers.
In figure, 1, structural column, 2, structural beams, 3, driving ramp, 4, support frame, 41, carriage trestle, 42, carriage
Set a roof beam in place, 43 bearing diagonals, 5, articulated joints；6th, gusset, 7, bolt, 8, shear key.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described.
Fig. 1-Fig. 6 shows the structural representation of one preferred embodiment of the utility model, and the utility model is be hinged
The self-propelled steel construction parking building of support body framework system multilayer, including structural column 1, structural beams 2, driving ramp 3, the and of support frame 4
Parking stall, structural column 1, structural beams 2 and support frame 4 are connected using link bolt between each other；The support frame 4 includes
Carriage trestle 41, support frame beams 42 and bearing diagonal 43, the suspension column of carriage trestle 41 are connected using link bolt, carriage
Frame 4 is arranged on the outside and middle part of structural plan.Node between carriage trestle 41, support frame beams 42 and bearing diagonal 43 is adopted
With rigid connection or it is articulated and connected.The suspension column of carriage trestle 41 uses exposed bolt connection, and shear key is arranged with suspension column.Tiltedly
Q345B steel plates are selected in support 43, and bearing diagonal 43 is welded in support frame beams 42 and carriage trestle 41, the connection weldering of bearing diagonal 43
Stitch equal groove penetration weld, weld seam grade two level.The end gradient in driving ramp 3 is 7.5%, and the middle part gradient is 15%.
Hinged frame support system is selected, in addition to support frame, beam column is only undertaken vertically using be hinged processing, beam column entirely
Load, it is not lateral resistant member, without strong column and weak beam requirement, without strong node requirements.Bean column node is using be hinged processing, node
Simple structure, connecting bolt is few, is more suitable for assemble in site demand.Because support system horizontal rigidity is larger, suspension column uses outer
The bolted be hinged processing of dew formula, suspension column only transmit vertical and horizontal force, and larger horizontal force can be set shear key and hold
Load.Support frame is lateral resistant member, and related bean column node can use rigid connection processing also to use be hinged processing.
It is described above, only it is preferred embodiment of the present utility model, any formal limit is not done to the utility model
System, every according to the technical essence of the utility model, any simple modification and equal change, fall to made by above example
Enter within the scope of protection of the utility model.
Claims (5)
1. the self-propelled steel construction parking building of hinged frame support system multilayer, including structural column（1）, structural beams（2）, driving ramp
（3）, support frame（4）And parking stall, it is characterised in that the structural column（1）, structural beams（2）And support frame（4）Mutually it
Between using link bolt connect；The support frame（4）Include carriage trestle（41）, support frame beams（42）And bearing diagonal
（43）, carriage trestle（41）Suspension column using link bolt connect, support frame（4）The outside of structural plan is arranged on in
Portion.
2. the self-propelled steel construction parking building of hinged frame support system multilayer according to claim 1, it is characterised in that institute
State carriage trestle（41）, support frame beams（42）And bearing diagonal（43）Between node using rigid connection or being articulated and connected.
3. the self-propelled steel construction parking building of hinged frame support system multilayer according to claim 1, it is characterised in that institute
State carriage trestle（41）Suspension column use exposed bolt connection, be arranged with shear key in suspension column.
4. the self-propelled steel construction parking building of hinged frame support system multilayer according to claim 1, it is characterised in that tiltedly
Support（43）From Q345B steel plates, bearing diagonal（43）It is welded on support frame beams（42）With carriage trestle（41）On, bearing diagonal
（43）The equal groove penetration weld of attachment weld, weld seam grade two level.
5. the self-propelled steel construction parking building of hinged frame support system multilayer according to claim 1, it is characterised in that institute
State driving ramp（3）The end gradient be 7.5%, the middle part gradient be 15%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621446281.4U CN206693709U (en) | 2016-12-27 | 2016-12-27 | The self-propelled steel construction parking building of hinged frame support system multilayer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621446281.4U CN206693709U (en) | 2016-12-27 | 2016-12-27 | The self-propelled steel construction parking building of hinged frame support system multilayer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693709U true CN206693709U (en) | 2017-12-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621446281.4U Active CN206693709U (en) | 2016-12-27 | 2016-12-27 | The self-propelled steel construction parking building of hinged frame support system multilayer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206693709U (en) |
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2016
- 2016-12-27 CN CN201621446281.4U patent/CN206693709U/en active Active
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