CN106436905B - The top shock insulation building module structure of the adaptive shock insulation number of plies - Google Patents
The top shock insulation building module structure of the adaptive shock insulation number of plies Download PDFInfo
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- CN106436905B CN106436905B CN201610595410.4A CN201610595410A CN106436905B CN 106436905 B CN106436905 B CN 106436905B CN 201610595410 A CN201610595410 A CN 201610595410A CN 106436905 B CN106436905 B CN 106436905B
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- shock insulation
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- core wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
- E04B1/3404—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability supported by masts or tower-like structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of top shock insulation building module structures of adaptive shock insulation number of plies, including core wall structure, lower module group is provided with around core wall structure, including concrete core barrel structure, lower module group is provided with around core wall structure, every layer of module of lower module group is connect with core wall structure, lower module group it is identical as the height of core wall structure；Time top module group is provided at the top of lower module group and at the top of core wall structure, secondary top module group is equipped with top module group, it is equipped with multiple top shock isolating pedestals between secondary top module group and lower module group and core wall structure, multiple top shock isolating pedestals are equipped between secondary top module group and top module group.Using top layer seismic isolation technology, reduce the whole seismic response of building module Core Walls Structure system, saves Core Walls Structure material utilization amount, the characteristics of facilitating Combinatorial resolution using building module, convenient, flexible arrangement multistage Seismic Isolation of Isolation Layer simplifies isolation structure working procedure, improves speed of application.
Description
Technical field
The present invention relates to civil engineering technical field of transportation, the top shock insulation building module of specifically a kind of adaptive shock insulation number of plies
Structure.
Background technology
Building module is a kind of prefabricated assembled three-dimensional box unit, is usually 1-3 room, module list in a unit
First generally to use manufacture of steel structure, module making and equipment installation account for and always build the 90% of quantities, on factory lines
It completes, mechanization and industrialization degree are high, and reduce disposal of pollutants.Manufacturing firm is whole exterior wall, finishing, furniture, equipment etc.
It is integrated into this box units (module), the scene of transporting to carries out lifting splicing, and not only structure division construction is convenient, also eliminates
The work such as the finishing in later stage.
Relative to other prefabricated assembly structurals, mainly there are following several respects in the advantages of building module：Due to high integration, exempt from
The processes such as subsequent finishing, equipment installation installation have been gone, further shortened construction-time, save live manpower；Each module is certainly
At structural system, either transport, lift or in place, all need not additional support element, may be used and more easily stack
In place；The pipeline system finishing of factory, the mode of installation equipment, further increase indoor air quality, more meet the city in commercial residential buildings
Field requires.
Have however, the component of inside modules is limited to space requirement, requirement easy to connect and dead weight limitation, scantling
Limit, is unable to reach very high horizontal direction bearing capacity, thus in current practical engineering application, more high level building modules need additional
Horizontal force resistant structure can be concrete core cylinder or other forms with help module floor decoration.Module is suffered water
It puts down to load and passes to Core Walls Structure by effectively connecting, module itself is subjected only to vertical load and indivisible horizontal loading.
Therefore, in high-rise building module case, the structure type of module+concrete core cylinder is generally used, anti-horizontal earthquake
Power system only has one of defence line of Core Walls Structure, is more irrational mix form.Module transmits excessive horizontal lotus to Core Walls Structure
It carries, often results in prodigious material utilization amount.
Seismic isolation technology is one of the Structure uniformity technology being widely adopted.When shock isolating pedestal is laid in the non-bottom of structure
Portion position can make the structural sections relative seat of bearing or more structural sections below carry out a degree of relative displacement, in conjunction with
The damping characteristic of bearing itself, forms main-secondary structure energy-eliminating shock-absorbing system, and vibration attenuation mechanism is similar to tuned mass damper, TMD
(TMD).Such energy-eliminating shock-absorbing system, is designed by frequency modulation, can effectively reduce the seismic response of target frequency bands.However, local
It is wider to shake input band, when spectrum component complexity, studies have shown that the above-mentioned system that secondary-main structure mass ratio is little, vibration damping effect
Fruit is not good enough, that is to say, that its effectiveness in vibration suppression depends on the relativeness of Seismic input frequency range and system frequency modulation frequency range, not to institute
There is frequency range to have remarkable result.If secondary-main structure mass ratio can be increased to a certain extent, and accurate judgement Seismic input frequency
Section, pointedly frequency modulation, or even the frequency modulation again when effectiveness in vibration suppression is bad, then disadvantages mentioned above can effectively be overcome.On the other hand,
For building angle, the design of top layer Zhongting is favored because of its distinctive daylighting, landscape effect by Hotel Buildings, however
Because being related to the transformation of horizontal force resistant structural system, design difficulty is larger.
Invention content
Goal of the invention：In order to overcome the deficiencies in the prior art, the present invention provides a kind of adaptive shock insulation number of plies
Top shock insulation building module structure.
Technical solution：In order to solve the above technical problems, a kind of top shock insulation module of adaptive shock insulation number of plies of the present invention
Building structure, including concrete core barrel structure are provided with lower module group, every layer of mould of lower module group around core wall structure
Block is connect with core wall structure, lower module group it is identical as the height of core wall structure；At the top of lower module group and
Be provided with time top module group at the top of core wall structure, secondary top module group is equipped with top module group, secondary top module group with
Be equipped with multiple time top shock isolating pedestals between lower module group and core wall structure, secondary top module group and top module group it
Between be equipped with multiple top shock isolating pedestals.
Wherein, secondary top module group is connect by multiple diagonal braces with lower module group or core wall structure, and diagonal brace is used for will
The horizontal load of secondary top module group passes to core wall structure.
Wherein, diagonal brace includes that intermediate steel pipe and the end steel pipe set on intermediate steel pipe both ends, the diameter of intermediate steel pipe are small
In the diameter of end steel pipe, and connected by reducer union between intermediate steel pipe and end steel pipe.The diagonal brace class of this structure
It is similar to fuse, is disconnected when bearing larger xial feed, to allow time top module group opposing lower portions to generate relative motion.
Wherein, diagonal brace is the viscous damper of the flooring and core wall structure top surface of connection time top module group.
Wherein, be provided with bearing plate on the ceiling beam of top module group, bearing plate connects prestressed cable, prestressed cable it is another
One end connects the middle and upper part of core wall structure.
Wherein, each top shock isolating pedestal and top shock isolating pedestal are lead rubber laminated bearing.
Advantageous effect：The top shock insulation building module structure of the adaptive shock insulation number of plies of the present invention has below beneficial to effect
Fruit：
1, using top layer seismic isolation technology, it is substantially reduced the whole seismic response of building module-Core Walls Structure system, saves core
Cylinder material dosage.
2, the characteristics of facilitating Combinatorial resolution using building module, convenient, flexible arrangement multistage Seismic Isolation of Isolation Layer simplify isolation structure
Working procedure improves speed of application.
3, adaptive shock insulation is realized using the diagonal brace of fuse type, time top layer section is made to be led according to top section isolating affection
It is dynamic to participate in shock insulation, it avoids top isolating affection due to frequency modulation is improper bad, improves the shock insulation robustness of total.
4, smaller using vertical load suffered by top module, modular structure performance has the characteristics of redundancy, blocks core ahead of time
Cylinder, further saves material and space, and can select to form the hollow space of top layer, to easily realize that hotel is built
Build favored top layer Zhongting.
Description of the drawings
Fig. 1 is the whole facade schematic layout pattern of the present invention；
Fig. 2 is the diagonal brace arrangement schematic diagram of structure shown in Fig. 1；
Fig. 3 is the structural schematic diagram of diagonal brace shown in Fig. 2；
Fig. 4 is the preferred embodiment schematic diagram with prestressed cable of structure shown in Fig. 1；
Fig. 5 is the front view of pressure-bearing plate arrangement detail drawing in preferred embodiment shown in Fig. 4；
Fig. 6 is the vertical view of pressure-bearing plate arrangement detail drawing in preferred embodiment shown in Fig. 4；
Fig. 7 is that the fluid linking damper of structure shown in Fig. 1 substitutes the fluid linking damper arrangement schematic diagram of diagonal brace alternative；
Fig. 8 is the preferred embodiment schematic diagram of Zhongting at the top of the band of structure shown in Fig. 1.
In figure：1- core wall structures, 2- lower module groups, 3- top module groups, 4- top module group, the tops 5- shock insulation
Bearing, 6- top shock isolating pedestal, 7- diagonal braces, the ends 8- steel pipe, the centres 9- steel pipe, 10- reducer unions, 11- prestressed cables,
12- module frames are set a roof beam in place, 13- module frame trestles, 14- module junction steel plates, 15- bearing plates, 16- anchor slabs, 17- ribbed stiffeners, 18- abdomens
Plate, 19- module frame secondary beams, 20- fluid linking dampers, the tops 21- Zhongting.
Specific implementation mode
The present invention is further described below in conjunction with the accompanying drawings.
Sectional type seismic isolation technology belongs to main-secondary structure energy-eliminating shock-absorbing technology, and top layer shock insulation is wherein more practical mode.
By rationally designing the rigidity and damping value of shock isolating pedestal, preferable performance can be reached in full frequency-domain, is academicly generally adopted
With contour bimodal criterion is presented in frequency domain transfer function.That is, when input amplitude is constant but frequency is variable
When the simple harmonic quantity acceleration of ground, original structure is at its single order natural frequency of vibration, and steady-state response index reaches maximum, now by adding
Enter Seismic Isolation of Isolation Layer and its damping, this single peak value is become the peak values such as two separation, significantly smaller, such situation
It is considered as by approximation and is optimal performance.Valleys between two peak values, single peak value more originally are greatly reduced, however existing
Two small leaks, the response at relatively original curve respective frequencies risen.If the frequency band residing for low ebb, just
The control frequency of seismic wave is corresponded to well, then effectiveness in vibration suppression is quite apparent；But if two frequencies waited residing for one of peak values
Section, the control frequency of corresponding seismic wave, then even play vibration damping negative effects, be the situation of failure.At this time further increase by every
The quality of part is shaken, changes shock isolating pedestal parameter, low ebb width can be expanded, change the position of small leak, avoids vibration damping failure
Situation.
A kind of top shock insulation building module structure of adaptive shock insulation number of plies of the present invention, as shown in Figure 1 and Figure 2, including core
Heart barrel structure 1, lower module group 2 is provided with around core wall structure 1, and height and the core wall structure 1 of lower module group 2 connect
It connects, and identical as the height of core wall structure 1；2 top of lower module group and 1 top of core wall structure are provided with time top
Module group 4, setting top module group 3, secondary top module group 4 and lower module group 2 and Core Walls Structure knot in secondary top module group 4
It is provided with multiple top shock isolating pedestals 6 between structure 1, multiple tops are provided between secondary top module group 4 and top module group 3
Shock isolating pedestal 5.Secondary top module group 4 is connect by multiple diagonal braces 7 with lower module group 2 or core wall structure 1, and diagonal brace 7 is used for
The horizontal load of secondary top module group 4 is passed into core wall structure 1.As shown in figure 4, being set on the ceiling beam of top module group 3
It is equipped with the bearing plate 15 with circular hole, bearing plate connects prestressed cable 11, and prestressed cable 11 connects the middle and upper part of core wall structure 1,
Each top shock isolating pedestal 6 is lead rubber laminated bearing with top shock isolating pedestal 5, and bearing plate 15 is made of steel plate.
As an implementation, as shown in figure 3, diagonal brace 7 is including intermediate steel pipe 9 and is welded on 9 both ends of intermediate steel pipe
End steel pipe 8, the diameter of intermediate steel pipe 9 is less than the diameter of end steel pipe 8, and leads between intermediate steel pipe 9 and end steel pipe 8
The connection of reducer union 10 is crossed, steel pipe may be used in end steel pipe 8 and intermediate steel pipe 9.The portion that support is broken by above-mentioned design
Position controls the intermediate steel pipe 9 section smaller in diameter, achievees the purpose that relatively accurately controlled fracturing blasting load and extension at break amount.
As another embodiment, as shown in fig. 7, diagonal brace 7 is the flooring and Core Walls Structure knot of connection time top module group 4
The viscous damper 20 of 1 top surface of structure.By the startup load phenomenon of viscous damper 20, reach the design of fuse type, also
It is that relative motion is just generated when viscous damper 20 bears larger load.This approach increases secondary top module group 4 participate in every
Equivalent damping coefficient after shake.
A kind of top shock insulation building module structure of adaptive shock insulation number of plies of the present invention, setting was in core wall structure 1 week
The lower module group 2 enclosed is connected with each other with core wall structure 1, horizontal direction load is passed to core wall structure 1, lower module
The modules itself of group 2 are subjected only to vertical load, and core wall structure is in the friendship of secondary top module group 4 and lower module group 2
The place of connecing is blocked, and material is saved.Top module group 3 is connected as entirety in layer, is positioned on the shock isolating pedestal 5 of top, this part
Module group is constantly in shock insulation state；Secondary top module group 4 is all connected with along horizontal, vertical as entirety, is positioned over time top shock insulation
On bearing 6, secondary top module group 4 is connect by the way that diagonal brace 7 is arranged in several positions with lower module group 2 or core wall structure 1,
Ensure when horizontal loading is little, horizontal loading is directly transmitted can down, be ultimately passed to core wall structure 1.Above-mentioned diagonal brace 7 is adopted
It is designed with fuse types such as subcontract sections, controls it and disconnected when bearing larger xial feed, to allow time top die
4 opposing lower portions of block group generate relative motion, so that shock isolating pedestal between the two is also assisted in energy consumption, that is to say, that when the preceding paragraph mould
When block damping effect is good, this root module keeps being rigidly connected with core wall structure 1, when its damping effect is bad, this section of mould
Block can just start participation shock insulation.Frequency modulation design twice can greatly reduce the improper probability of frequency modulation above.
As shown in figure 4, on the ceiling beam of top module group 3, by way of bearing plate 15+ prestressed cables 11, by it
It is connected to the middle and upper part of core wall structure 1.This scheme is more mainly for the number of plies, and 1 flexural deformation of core wall structure is apparent, top
Corner is larger, so that top shock isolating pedestal 5 the case where tensile stress is occurred under larger geological process, it is therefore an objective to avoid this situation shadow
Ring bearing performance.
As shown in Figure 5, Figure 6, it is assumed that the scheme being attached using module junction steel plate 14 between adjacent block, module are connected
The top surface that steel plate 14 is welded in the module bean column node of adjacent block is connect, module frame secondary beam 19 has just connect with module bean column node,
The bearing plate 15 with circular hole is then arranged in module frame to set a roof beam in place on 12 closer to the position of span centre, the module frame with adjacent block
The top surface of beam 12 is welded, and welds anchor slab 16 in the above.Prestressed cable 11 is passed through into anchor slab 16 and with the pressure-bearing of circular hole
Plate 15, extends downwardly.In set a roof beam in place 12 corresponding position of module frame, ribbed stiffener 17 is set, and module frame set a roof beam in place below 12 with module
Armpit plate 18 is set between frame column 13, effectively to transmit the load that prestressed cable 11 is brought.
As shown in figure 8, after core wall structure 1 vertically blocks, if top dried layer is left a blank in corresponding position, and it is not filled with
Module forms top Zhongting 21.
Lower module group 2, top module group 3, secondary top module group 4 are that multiple block combiners form.
When implementing, core wall structure 1 may be used sliding mode technology and constructs the present invention, and each building module of lower part is adopted
It is in place with stacking type, it is bolted with lower module after every layer of module is in place, and using modes and coagulations such as bolt, welding
The built-in fitting of native Core Walls Structure effectively connects.After lower part is constructed, in 1 top of core wall structure, module top smallpox beam column section
Rubber earthquake isolation support is arranged at point, stacks time top-level module group, module group is attached in same layer then, spiral shell can be used
It the modes such as pours after bolt, welding, concrete, and carries out the connection of fuse type diagonal brace 7；Secondary top-level module group be connected by screw bolts for
After entirety, the construction of top-level module group is continued to complete using aforesaid way.
The above is only a preferred embodiment of the present invention, it should be pointed out that：For the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (6)
1. a kind of top shock insulation building module structure of adaptive shock insulation number of plies, it is characterised in that：Including concrete core cylinder knot
Structure is provided with lower module group around core wall structure, and every layer of module of lower module group is connect with core wall structure, lower die
Block group is identical as the height of core wall structure；Time top module is provided at the top of lower module group and at the top of core wall structure
Group, secondary top module group are equipped with top module group, are set between secondary top module group and lower module group and core wall structure
There are multiple top shock isolating pedestals, multiple top shock isolating pedestals are equipped between secondary top module group and top module group.
2. the top shock insulation building module structure of the adaptive shock insulation number of plies according to claim 1, it is characterised in that：Its
In, secondary top module group is connect by multiple diagonal braces with lower module group or core wall structure, and diagonal brace is used for secondary top module
The horizontal load of group passes to core wall structure.
3. the top shock insulation building module structure of the adaptive shock insulation number of plies according to claim 2, it is characterised in that：Its
In, diagonal brace includes intermediate steel pipe and the end steel pipe set on intermediate steel pipe both ends, and the diameter of intermediate steel pipe is less than end steel pipe
Diameter, and connected by reducer union between intermediate steel pipe and end steel pipe.
4. the top shock insulation building module structure of the adaptive shock insulation number of plies according to claim 2, it is characterised in that：Its
In, diagonal brace is the viscous damper of the flooring and core wall structure top surface of connection time top module group.
5. the top shock insulation building module structure of the adaptive shock insulation number of plies according to claim 1, it is characterised in that：Its
In, bearing plate is provided on the ceiling beam of top module group, bearing plate connects prestressed cable, and the other end of prestressed cable connects core
The middle and upper part of heart barrel structure.
6. the top shock insulation building module structure of the adaptive shock insulation number of plies according to claim 1, it is characterised in that：Its
In, each top shock isolating pedestal is lead rubber laminated bearing with top shock isolating pedestal.
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6944810B2 (en) * | 2017-05-17 | 2021-10-06 | 株式会社竹中工務店 | Middle floor seismic isolation repair method |
| CN108331418B (en) * | 2018-04-27 | 2024-05-07 | 安徽建工集团股份有限公司 | Modular assembled hybrid control house structure system |
| CN109610669A (en) * | 2018-12-28 | 2019-04-12 | 北京工业大学 | A kind of Self-resetting seismic isolation structure system preventing Seismic Isolation of Isolation Layer tension |
| CN113802911B (en) * | 2021-11-01 | 2022-11-18 | 西安建筑科技大学 | TMD-like structure system based on C-shaped shell shock insulation layer |
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