CN208563560U - The structural system of flatbed super high-rise building - Google Patents
The structural system of flatbed super high-rise building Download PDFInfo
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- CN208563560U CN208563560U CN201821079857.7U CN201821079857U CN208563560U CN 208563560 U CN208563560 U CN 208563560U CN 201821079857 U CN201821079857 U CN 201821079857U CN 208563560 U CN208563560 U CN 208563560U
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Abstract
The utility model discloses a kind of structural systems of flatbed super high-rise building, including multiple vertical support cylinders, multiple horizontal cross-layer truss platforms and multiple oblique huge supports, wherein, multiple vertical support cylinders are arranged in parallel, horizontal cross-layer truss platform level frame is set between multiple vertical support cylinders, oblique huge branch stays between the side of the horizontal cross-layer truss platform of upper layer and lower layer, and the both ends of oblique huge support are located at two diagonal junctions with the horizontal cross-layer truss platform of upper layer and lower layer with two ipsilateral vertical support cylinders respectively and are connected.The utility model proposes flatbed super high-rise building structural system, it is intended to realize the assembled built on platform, industrialization production.
Description
Technical field
The utility model relates to architectural design technical field more particularly to a kind of structural bodies of flatbed super high-rise building
System.
Background technique
With the development of economy and science and technology in our country, super high-rise building is gradually prevailing.As the terrestrial reference in modern city,
Super high-rise building has shown outstanding effect, becomes country, the symbol that national and urban economy emerges.
But taking a broad view of domestic existing super layer building has following feature: 1) in the substantially stereotyped outline border of structure type
Cylinder；2) up and down due to vertical member, Super High use has a single function, and changes small；3) Super High is essentially site operation, no
It is able to achieve fabricated construction；4) Super High is substantially based on damping, it is difficult to realize that shock insulation consumes energy.To solve the above-mentioned problems, it is
It is necessary that the high-rise design-build in China provides another mode.
Utility model content
The main purpose of the utility model is to provide a kind of structural systems of flatbed super high-rise building, it is intended to realize flat
The assembled built on platform, industrialization production.
To achieve the above object, the utility model provides a kind of structural system of flatbed super high-rise building, including multiple
Vertical support cylinder, multiple horizontal cross-layer truss platforms and multiple oblique huge supports, wherein
Multiple vertical support cylinders are arranged in parallel, and horizontal cross-layer truss platform level frame is set to multiple vertical support cylinders
Between body, oblique huge branch is stayed between the side of the horizontal cross-layer truss platform of upper layer and lower layer, the both ends of oblique huge support
It is located at two diagonal junction phases with ipsilateral two vertical support cylinders and the horizontal cross-layer truss platform of upper layer and lower layer respectively
Even.
Preferably, the vertical support cylinder includes the more more solid matter frame columns being vertically arranged, connection solid matter frames
The diagonal brace of column and the Vierendeel girder being laterally arranged and more solid matter frame columns of connection, Vierendeel girder and diagonal brace are provided with more.
Preferably, the both ends of the diagonal brace are connect with upper layer and lower layer Vierendeel girder respectively.
Preferably, the horizontal cross-layer truss platform include structural slab and platform flowering structure plate on platform disposed in parallel,
And the cross-layer truss between structural slab on platform and platform flowering structure plate.
Preferably, the cross-layer truss uniform intervals are set on platform between structural slab and platform flowering structure plate.
Preferably, the axially spaced-apart of multiple horizontal cross-layer truss platforms vertically supporting cylinder is uniformly arranged.
Preferably, 50m ~ 60m is spaced between the horizontal cross-layer truss platform of adjacent two layers.
Preferably, structural slab is equipped with shock insulation energy-consumption shock-absorption device on the platform.
Preferably, the shock insulation energy-consumption shock-absorption device is vibration isolator rubber bearing.
Preferably, the oblique huge support is buckling restrained brace.
The utility model proposes flatbed super high-rise building structural system, not only have excellent lateral resisting structure body
System can need to build and build on various various forms of platforms on horizontal cross-layer truss platform according to planning and function
Object；Vertical city design may be implemented, realization is various to be integrated in one using function, sufficiently saving social resources；It may be implemented to put down
The assembled built on platform, industrialization production；May be implemented the energy-dissipating and shock-absorbing built on platform shock design；It can permit flat
The construction built on platform synchronous with platform construction can carry out, and subsequent can also carry out.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the structural system of the utility model flatbed super high-rise building；
Fig. 2 is the partial structural diagram of the structural system of the utility model flatbed super high-rise building.
In figure, 1. vertical support cylinders, 2. horizontal cross-layer truss platforms, 3. oblique huge supports, 4. solid matter frame columns, 5.
Vierendeel girder, 6. diagonal braces, structural slab on 7. platforms, 8. cross-layer truss, 9. platform flowering structure plates.
The embodiments will be further described with reference to the accompanying drawings for the realization, functional characteristics and advantage of the utility model aim.
Specific embodiment
It should be appreciated that specific embodiment described herein is only used to explain the utility model, it is not used to limit this
Utility model.
It should be noted that in the description of the present invention, term " transverse direction ", " longitudinal direction ", "upper", "lower", " preceding ",
The orientation or positional relationship of the instructions such as " rear ", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" be based on
Orientation or positional relationship shown in the drawings, is merely for convenience of describing the present invention and simplifying the description, and is not instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
The limitation of the utility model.In addition, term " first ", " second " etc. are used for description purposes only, and it should not be understood as instruction or dark
Show relative importance.
Referring to Figures 1 and 2, in this preferred embodiment, a kind of structural system of flatbed super high-rise building, feature exists
In, including multiple vertical support cylinders 1, multiple horizontal cross-layer truss platforms 2 and multiple oblique huge supports 3, wherein
Multiple vertical support cylinders 1 are arranged in parallel, and horizontal 2 level frame of cross-layer truss platform is set to multiple vertical support cylinders
Between 1, oblique huge support 3 is set between the side of the horizontal cross-layer truss platform 2 of upper layer and lower layer, and the two of oblique huge support 3
End is located at two diagonal handover with ipsilateral two vertical support cylinders 1 and the horizontal cross-layer truss platform 2 of upper layer and lower layer respectively
Place is connected.
Oblique huge support 3 is cross-shaped structure.The horizontal cross-layer truss platform 2 of each layer, oblique huge support 3 are and vertically
Supporting cylinder 1 connects integral, forms huge multilayer platform structure, can be on horizontal cross-layer truss platform 2, according to planning
And function needs to build building on various various forms of platforms, each horizontal cross-layer truss platform 2 of layer bears to build on platform
The vertical force and horizontal force of object, and pass it on vertical support cylinder 1, it can be achieved that building is using concrete knot on platform
The different types of material structure such as structure, steel construction or mixed structure；It can also realize that building is using frame structure, frame-on platform
The different types structural system such as shear wall structure.
Specifically, in the present embodiment, vertical support cylinder 1 includes the more solid matter frame columns 4 being vertically arranged, more of connection
The diagonal brace 6 of solid matter frame column 4 and the Vierendeel girder 5 being laterally arranged and more solid matter frame columns 4 of connection, Vierendeel girder 5 and diagonal brace 6 are all provided with
More are equipped with, the both ends of diagonal brace 6 are connect with upper layer and lower layer Vierendeel girder 5 respectively.
Horizontal cross-layer truss platform 2 is including structural slab 7 and platform flowering structure plate 9 on platform disposed in parallel and is located at
Cross-layer truss 8 on platform between structural slab 7 and platform flowering structure plate 9.8 uniform intervals of cross-layer truss are set to structural slab on platform
Between 7 and platform flowering structure plate 9.
The axially spaced-apart of multiple horizontal cross-layer truss platforms 2 vertically supporting cylinder 1 is uniformly arranged.Adjacent two layers level across
50m ~ 60m is spaced between layer truss platform 2.
On platform structural slab 7 be equipped with shock insulation energy-consumption shock-absorption device, so as to on platform building carry out damping every
Shake.Shock insulation energy-consumption shock-absorption device can be vibration isolator rubber bearing.It is connected by vibration isolator rubber bearing with building on platform.When right
When building only carries out general Aseismic Design on platform, it can be connected by the suspension column of building on platform with structural slab 7 on platform.
It is preferred that oblique huge support 3 is buckling restrained brace.Common support can also be used in oblique huge support 3.
The structural system for the flatbed super high-rise building that the present embodiment proposes not only has excellent lateral resisting structure body
System can need to build and build on various various forms of platforms on horizontal cross-layer truss platform 2 according to planning and function
Object；Vertical city design may be implemented, realization is various to be integrated in one using function, sufficiently saving social resources；It may be implemented to put down
The assembled built on platform, industrialization production；May be implemented the energy-dissipating and shock-absorbing built on platform shock design；It can permit flat
The construction built on platform synchronous with platform construction can carry out, and subsequent can also carry out.
The above is only the preferred embodiments of the utility model, and therefore it does not limit the scope of the patent of the utility model, all
Equivalent structure transformation made based on the specification and figures of the utility model, it is relevant to be applied directly or indirectly in other
Technical field is also included in the patent protection scope of the utility model.
Claims (10)
1. a kind of structural system of flatbed super high-rise building, which is characterized in that including multiple vertical support cylinders, multiple levels
Cross-layer truss platform and multiple oblique huge supports, wherein
Multiple vertical support cylinders are arranged in parallel, horizontal cross-layer truss platform level frame be set to multiple vertical support cylinders it
Between, oblique huge branch stays between the side of the horizontal cross-layer truss platform of upper layer and lower layer, the both ends difference of oblique huge support
It is located at two diagonal junctions with the horizontal cross-layer truss platform of upper layer and lower layer with two ipsilateral vertical support cylinders to be connected.
2. the structural system of flatbed super high-rise building as described in claim 1, which is characterized in that the vertical support cylinder
It is close including the more solid matter frame columns being vertically arranged, the Vierendeel girder for connecting more solid matter frame columns and being laterally arranged and more of connection
The diagonal brace of frame column is arranged, Vierendeel girder and diagonal brace are provided with more.
3. the structural system of flatbed super high-rise building as claimed in claim 2, which is characterized in that the both ends of the diagonal brace point
It is not connect with upper layer and lower layer Vierendeel girder.
4. the structural system of flatbed super high-rise building as described in claim 1, which is characterized in that the horizontal cross-layer truss
Platform include on platform disposed in parallel structural slab and platform flowering structure plate and be located at platform on structural slab and platform flowering structure
Cross-layer truss between plate.
5. the structural system of flatbed super high-rise building as claimed in claim 4, which is characterized in that the cross-layer truss is uniform
Interval is set on platform between structural slab and platform flowering structure plate.
6. the structural system of flatbed super high-rise building as described in claim 1, which is characterized in that multiple horizontal cross-layers
The axially spaced-apart of truss platform vertically supporting cylinder is uniformly arranged.
7. the structural system of flatbed super high-rise building as claimed in claim 6, which is characterized in that the horizontal cross-layer of adjacent two layers
50m ~ 60m is spaced between truss platform.
8. the structural system of flatbed super high-rise building as described in claim 1, which is characterized in that structural slab on the platform
It is equipped with shock insulation energy-consumption shock-absorption device.
9. the structural system of flatbed super high-rise building as claimed in claim 8, which is characterized in that the shock insulation energy-dissipating and shock-absorbing
Device is vibration isolator rubber bearing.
10. the structural system of flatbed super high-rise building as in one of claimed in any of claims 1 to 9, which is characterized in that institute
Stating oblique huge support is buckling restrained brace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821079857.7U CN208563560U (en) | 2018-07-09 | 2018-07-09 | The structural system of flatbed super high-rise building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821079857.7U CN208563560U (en) | 2018-07-09 | 2018-07-09 | The structural system of flatbed super high-rise building |
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| CN208563560U true CN208563560U (en) | 2019-03-01 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523357A (en) * | 2020-09-04 | 2021-03-19 | 浙大城市学院 | Steel supporting cylinder-lower hanging type truss system with arc-shaped vertical face and large open hole and application |
| CN113863504A (en) * | 2021-09-14 | 2021-12-31 | 中国建筑第八工程局有限公司 | Super high-rise core tube vertical surface support and construction method thereof |
-
2018
- 2018-07-09 CN CN201821079857.7U patent/CN208563560U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523357A (en) * | 2020-09-04 | 2021-03-19 | 浙大城市学院 | Steel supporting cylinder-lower hanging type truss system with arc-shaped vertical face and large open hole and application |
| CN113863504A (en) * | 2021-09-14 | 2021-12-31 | 中国建筑第八工程局有限公司 | Super high-rise core tube vertical surface support and construction method thereof |
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