CN106436905A - Top shock insulation module building structure with self-adaptive shock insulation floor number - Google Patents
Top shock insulation module building structure with self-adaptive shock insulation floor number Download PDFInfo
- Publication number
- CN106436905A CN106436905A CN201610595410.4A CN201610595410A CN106436905A CN 106436905 A CN106436905 A CN 106436905A CN 201610595410 A CN201610595410 A CN 201610595410A CN 106436905 A CN106436905 A CN 106436905A
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- Prior art keywords
- module group
- shock insulation
- module
- group
- wall structure
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Classifications
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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
Abstract
The invention discloses a top shock insulation module building structure with the self-adaptive shock insulation floor number. The building structure comprises a core barrel structure, and a lower portion module group is arranged on the periphery of the core barrel structure. The building structure comprises the concrete core barrel structure, and the lower portion module group is arranged on the periphery of the core barrel structure. Each layer of modules of the lower portion module group is connected with the core barrel structure, and the lower portion module group and the core barrel structure are of the same height. A secondary top module group is arranged at the tops of the lower portion module group and the core barrel structure. A top module group is arranged on the secondary top module group. A plurality of secondary top shock insulation supporting seats are arranged between the secondary top module group, and the lower portion module group and the core barrel structure, and a plurality of top shock insulation supporting seats are arranged between the secondary top module group and the top module group. According to the top shock insulation module building structure the self-adaptive shock insulation floor number, by utilizing the top layer shock insulation technology, the overall earthquake response of a module building-core barrel system is reduced, and core barrel material consumption is reduced; and by means of the feature that module buildings are convenient to assemble and disassemble, multi-section shock insulation floors are convenient and flexible to array, so that the construction working procedure of the shock insulation structure is simplified, and the construction speed is improved.
Description
Technical field
The present invention relates to the top shock insulation building module of civil engineering technical field of transportation, specifically a kind of self adaptation 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 in a unit, module list
Unit typically adopts manufacture of steel structure, module making and equipment to install and accounts for the 90% of total work amount, all on factory lines
Complete, mechanization and industrialization degree are high, and reduce disposal of pollutants.Manufacturing firm is whole exterior wall, finishing, furniture, equipment etc.
It is incorporated in this box units (module), the scene of transporting to carries out lifting splicing, not only structure division construction is convenient, also eliminates
The work such as the finishing in later stage.
With respect to other prefabricated assembly structurals, the advantage of building module mainly has following several respects：Due to high integration, exempt from
The operations such as follow-up finishing, equipment installation installation are gone, shortened construction-time further, save live manpower；Each module is certainly
Become structural system, either transport, lift or in place, all without extra support member, can adopt and more easily stack
In place；The pipeline system finishing of factory, the mode of installation equipment, improve indoor air quality further, more meet the city in commercial residential buildings
Field requires.
However, the component of inside modules is limited to space requirement, requirement easy to connect and deadweight limiting, scantling has
Limit, it is impossible to reach very high level to bearing capacity, thus in current practical engineering application, how high-rise building module needs are additional
Horizontal force resistant structure, with help module floor decoration, can be concrete core cylinder or other forms.Module is suffered water
Put down to load and Core Walls Structure is passed to by effectively connection, module is subjected only to vertical load and indivisible horizontal loading in itself.
Therefore, in high-rise building module case, the version of module+concrete core cylinder is generally used, anti-horizontal earthquake
Power system only has one defence line of Core Walls Structure, is more irrational mix form.Module is to the excessive horizontal lotus of Core Walls Structure transmission
Carry, often result in very big material usage.
Seismic isolation technology is one of Structure uniformity technology for being widely adopted.When shock isolating pedestal is laid in the non-bottom of structure
Portion position, can make the structural sections below structural sections relative seat more than bearing carry out a certain degree of relative displacement, in conjunction with
The damping characteristic of bearing itself, forms master-secondary structure energy-eliminating shock-absorbing system, and its vibration attenuation mechanism is similar to tuned mass damper, TMD
(TMD).Such energy-eliminating shock-absorbing system, designs through frequency modulation, can effectively reduce the seismic response of target frequency bands.However, local
Shake input band is wider, and during spectrum component complexity, research shows, the little above-mentioned system of secondary-main structure mass ratio, its vibration damping effect
Really 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
Frequency range is had all to have remarkable result.If secondary-main structure mass ratio can be increased to a certain extent, and accurately judge Seismic input frequency
Section, pointedly frequency modulation, or even the frequency modulation again when effectiveness in vibration suppression is not good, then disadvantages mentioned above effectively can be overcome.On the other hand,
From for building angle, the design of top layer Zhongting, because of its distinctive daylighting, landscape effect, favored by Hotel Buildings, but
Because being related to the transformation of horizontal force resistant structural system, design difficulty is larger.
Content of the invention
Goal of the invention：In order to overcome the deficiencies in the prior art, the present invention provides a kind of self adaptation shock insulation number of plies
Top shock insulation building module structure.
Technical scheme：For solving above-mentioned technical problem, a kind of top shock insulation module of self adaptation shock insulation number of plies of the present invention
Building structure, including concrete core barrel structure, is provided with lower module group, per layer of mould of lower module group around core wall structure
Block is all connected with core wall structure, lower module group highly identical with core wall structure；At lower module group top and
Core wall structure top is provided with time top module group, and secondary top module group is provided with top module group, secondary top module group with
Be provided with multiple top shock isolating pedestals between lower module group and core wall structure, secondary top module group and top module group it
Between be provided with multiple top shock isolating pedestals.
Wherein, secondary top module group is connected with lower module group or core wall structure by multiple diagonal braces, and diagonal brace is used for will
The horizontal load of secondary top module group passes to core wall structure.
Wherein, diagonal brace includes middle steel pipe and the end steel pipe located at middle steel pipe two ends, and the diameter of middle steel pipe is little
In the diameter of end steel pipe, and it is connected by reducer union between middle steel pipe and end steel pipe.The diagonal brace class of this structure
Electric fuse is similar to, is disconnected when larger xial feed is born, so as to allow time top module group opposing lower portions to produce relative motion.
Wherein, diagonal brace is the viscous damper of the flooring with 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 another
The middle and upper part of one end connection core wall structure.
Wherein, each top shock isolating pedestal is lead rubber laminated bearing with top shock isolating pedestal.
Beneficial effect：The top shock insulation building module structure of the self adaptation shock insulation number of plies of the present invention, with following beneficial effect
Really：
1st, top layer seismic isolation technology is adopted, the overall seismic response of building module-Core Walls Structure system is substantially reduced, save core
Cylinder material usage.
2nd, facilitate the feature of Combinatorial resolution, convenient, flexible arrangement multistage Seismic Isolation of Isolation Layer, simplification isolation structure using building module
Working procedure, improves speed of application.
3rd, self adaptation shock insulation is realized using the diagonal brace of fuse type, make time top layer section according to top section isolating affection master
Dynamic participation shock insulation, it is to avoid isolating affection is not good because frequency modulation is improper for top, improves the shock insulation robustness of total.
4th, less using vertical load suffered by top module, modular structure performance has the characteristics that redundancy, blocks core ahead of time
Cylinder, saves material and space further, it is possible to selects to form the hollow space of top layer, builds so as to easily realize hotel
Build favored top layer Zhongting.
Description of the drawings
Fig. 1 is the overall 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 representation of diagonal brace shown in Fig. 2；
Fig. 4 is the preferred version 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 version shown in Fig. 4；
Fig. 6 is the top view of pressure-bearing plate arrangement detail drawing in preferred version shown in Fig. 4；
Fig. 7 is the fluid linking damper arrangement schematic diagram of the fluid linking damper replacement diagonal brace alternative of structure shown in Fig. 1；
Fig. 8 is the preferred version schematic diagram with top Zhongting of structure shown in Fig. 1.
In figure：1- core wall structure, 2- lower module group, 3- top module group, 4- top module group, 5- top shock insulation
Bearing, 6- top shock isolating pedestal, 7- diagonal brace, 8- end steel pipe, steel pipe in the middle of 9-, 10- reducer union, 11- prestressed cable,
12- module frame is set a roof beam in place, 13- module frame trestle, 14- module junction steel plate, 15- bearing plate, 16- anchor slab, 17- ribbed stiffener, 18- abdomen
Plate, 19- module frame secondary beam, 20- fluid linking damper, 21- top Zhongting.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is further described.
Sectional type seismic isolation technology belongs to master-secondary structure energy-eliminating shock-absorbing technology, and top layer shock insulation is wherein more practical mode.
By rigidity and the damping value of appropriate design shock isolating pedestal, preferably performance can be reached in full frequency-domain, academicly typically adopt
With assuming contour bimodal criterion in frequency domain transfer function.That is, when the constant but frequency of input amplitude is variable
During 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 plus
Enter Seismic Isolation of Isolation Layer and its damping, this single peak value is become two peak values such as detached, significantly smaller, such situation
Optimal performance is reached by being approximately considered as.Valleys between two peak values, single peak value more originally is greatly reduced, but existing
Two small leaks, the response value at original curve respective frequencies, has risen relatively.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 obvious；But, if two frequencies for waiting residing for one of peak value
Section, the control frequency of corresponding seismic wave, then even play vibration damping negative effects, be the situation of failure.Now increase further by every
The quality of shake part, changes shock isolating pedestal parameter, can expand low ebb width, changes the position of small leak, it is to avoid vibration damping failure
Situation.
A kind of top shock insulation building module structure of self adaptation shock insulation number of plies of the present invention, as shown in Figure 1 and Figure 2, including core
Heart barrel structure 1, is provided with lower module group 2 around core wall structure 1, the height of lower module group 2 is with core wall structure 1 even
Connect, and highly identical with 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, arranges top module group 3 in secondary top module group 4, secondary top module group 4 is tied with lower module group 2 and Core Walls Structure
Multiple top shock isolating pedestals 6 are provided between structure 1, are provided with multiple tops between secondary top module group 4 and top module group 3
Shock isolating pedestal 5.Secondary top module group 4 is connected with lower module group 2 or core wall structure 1 by multiple diagonal braces 7, and diagonal brace 7 is used for
The horizontal load of secondary top module group 4 is passed to core wall structure 1.As shown in figure 4, setting on the ceiling beam of top module group 3
The bearing plate 15 being equipped 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 that lead rubber laminated bearing, bearing plate 15 is made using steel plate with top shock isolating pedestal 5.
As a kind of embodiment, as shown in figure 3, diagonal brace 7 includes middle steel pipe 9 and is welded on 9 two ends of middle steel pipe
End steel pipe 8, the diameter of middle steel pipe 9 is less than the diameter of end steel pipe 8 and logical between middle steel pipe 9 and end steel pipe 8
Cross reducer union 10 to connect, end steel pipe 8 and middle steel pipe 9 can adopt steel pipe.The portion for support being broken by above-mentioned design
Position control reaches the purpose of relatively accurately controlled fracturing blasting load and extension at break amount in 9 sections of the less middle steel pipe of diameter.
As another embodiment, as shown in fig. 7, flooring and Core Walls Structure knot of the diagonal brace 7 for 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, the design of fuse type is reached, also
It is just to produce relative motion when viscous damper 20 bears larger load.This approach increases time top module group 4 participate in every
Equivalent damping coefficient after shake.
A kind of top shock insulation building module structure of self adaptation shock insulation number of plies of the present invention, is arranged on core wall structure 1 week
The lower module group 2 that encloses, is connected with each other with core wall structure 1, and level is passed to core wall structure 1, lower module to load
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 saves material.Top module group 3 is connected as entirety in layer, is positioned on top shock isolating pedestal 5, this part
Module group is constantly in shock insulation state；Secondary top module group 4 is all connected with along level, vertically as entirety, is positioned over time top shock insulation
On bearing 6, secondary top module group 4 passes through to be connected with lower module group 2 or core wall structure 1 in some positions setting diagonal brace 7,
Ensure when horizontal loading is little, horizontal loading directly down can be transmitted, be ultimately passed to core wall structure 1.Above-mentioned diagonal brace 7 is adopted
Designed with fuse type such as subcontract sections, control which to disconnect when larger xial feed is born, so as to allow time top die
4 opposing lower portions of block group produce relative motion, make shock isolating pedestal between the two also assist in power 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 not good, this section of mould
Block can just start participation shock insulation.Below frequency modulation design twice can greatly reduce the improper probability of frequency modulation.
As shown in figure 4, on the ceiling beam of top module group 3, by way of bearing plate 15+ prestressed cable 11, by which
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 obvious, top
Corner is larger, makes top shock isolating pedestal 5 occur the situation of tension 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 connects
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 is just connect with module bean column node,
Then the bearing plate 15 with circular hole is arranged in the position that module frame is set a roof beam in place on 12 closer to span centre, the module frame with adjacent block
The top surface of beam 12 is welded, and welds anchor slab 16 in the above.By prestressed cable 11 through anchor slab 16 and the pressure-bearing with circular hole
Plate 15, extends downwardly.In set a roof beam in place 12 relevant position of module frame, ribbed stiffener 17 is set, and module frame set a roof beam in place below 12 with module
Between frame column 13, axil plate 18 is set, effectively to transmit the load that prestressed cable 11 brings.
As shown in figure 8, after core wall structure 1 is vertically blocked, if top dried layer is left a blank in correspondence position, and being not filled with
Module, forms top Zhongting 21.
Lower module group 2, top module group 3, secondary top module group 4 is multiple block combiner and forms.
The present invention is when implementing, and core wall structure 1 can be constructed using sliding mode technology, and each building module of bottom is adopted
In place with stacking type, bolt connection is carried out after per layer of module is in place with lower module, and adopts the mode such as bolt, welding and coagulation
The built-in fitting effectively connection of native Core Walls Structure.After bottom construction is finished, in 1 top of core wall structure, module top variola beam column section
Rubber earthquake isolation support is arranged at point, time top-level module group is stacked, then module group is attached in same layer, spiral shell can be adopted
Bolt, welding, the mode such as pour after concrete, and carry out the connection of fuse type diagonal brace 7；Secondary top-level module group is with bolts to be
The construction of top-level module group after entirety, is continued to complete using aforesaid way.
The above is only the preferred embodiment of the present invention, it should be pointed out that：Ordinary skill people for the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (6)
1. the top shock insulation building module structure of a kind of self adaptation shock insulation number of plies, it is characterised in that：Tie including concrete core cylinder
Structure, is provided with lower module group around core wall structure, per layer of module of lower module group is all connected with core wall structure, lower die
Block group highly identical with core wall structure；Lower module group top and core wall structure top are provided with time top die
Block group, secondary top module group is provided with top module group, secondary top module group between lower module group and core wall structure
Multiple top shock isolating pedestals are provided with, between secondary top module group and top module group, are provided with multiple top shock isolating pedestals.
2. the top shock insulation building module structure of the self adaptation shock insulation number of plies according to claim 1, it is characterised in that：Its
In, secondary top module group is connected with lower module group or core wall structure by multiple diagonal braces, 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 self adaptation shock insulation number of plies according to claim 2, it is characterised in that：Its
In, diagonal brace includes middle steel pipe and the end steel pipe located at middle steel pipe two ends, and the diameter of middle steel pipe is less than end steel pipe
Diameter, and be connected by reducer union between middle steel pipe and end steel pipe.
4. the top shock insulation building module structure of the self adaptation 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 with core wall structure top surface of connection time top module group.
5. the top shock insulation building module structure of the self adaptation shock insulation number of plies according to claim 1, it is characterised in that：Its
In, bearing plate is provided with the ceiling beam of top module group, bearing plate connects prestressed cable, the other end connection core of prestressed cable
The middle and upper part of heart barrel structure.
6. the top shock insulation building module structure of the self adaptation 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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| Application Number | Priority Date | Filing Date | Title |
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| CN201610595410.4A CN106436905B (en) | 2016-07-26 | 2016-07-26 | The top shock insulation building module structure of the adaptive shock insulation number of plies |
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| CN201610595410.4A CN106436905B (en) | 2016-07-26 | 2016-07-26 | The top shock insulation building module structure of the adaptive shock insulation number of plies |
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| CN106436905A true CN106436905A (en) | 2017-02-22 |
| CN106436905B CN106436905B (en) | 2018-08-21 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331418A (en) * | 2018-04-27 | 2018-07-27 | 安徽建工集团有限公司 | Modular assembly formula mixing control house structural system |
| JP2018193772A (en) * | 2017-05-17 | 2018-12-06 | 株式会社竹中工務店 | Intermediate floor seismic isolation method |
| 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 |
| CN113802911A (en) * | 2021-11-01 | 2021-12-17 | 西安建筑科技大学 | TMD-like structure system based on C-shaped shell shock insulation layer |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2018193772A (en) * | 2017-05-17 | 2018-12-06 | 株式会社竹中工務店 | Intermediate floor seismic isolation method |
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| 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 |
| CN113802911A (en) * | 2021-11-01 | 2021-12-17 | 西安建筑科技大学 | TMD-like structure system based on C-shaped shell shock insulation layer |
| 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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