CN208416075U - Connection distorts the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper - Google Patents
Connection distorts the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper Download PDFInfo
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- CN208416075U CN208416075U CN201820880523.3U CN201820880523U CN208416075U CN 208416075 U CN208416075 U CN 208416075U CN 201820880523 U CN201820880523 U CN 201820880523U CN 208416075 U CN208416075 U CN 208416075U
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- corrugated
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- gearing
- skyscraper
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Abstract
The utility model belongs to building structure and subtracts technical field of isolation, the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper is distorted more particularly to a kind of connection, which includes being fixed on the L-type steel plate distorted on special-shaped steel worm-gearing end plate and the second steel plate being fixed on skyscraper pre-embedded steel slab；Corrugated energy consumption metal plate of the setting for damping between the L-type steel plate, the second steel plate, inside fills out foam aluminum honeycomb material, and the L-type steel plate, the second steel plate and corrugated energy consumption metal plate are connected as one.The beneficial effects of the utility model are: the corrugated metal sheet damper of the utility model, have many advantages, such as that easy to assembly, damping energy consumption is efficient, the bolt assembling of damper various components when both having realized factory's production, the bolt assembling with podium steel worm-gearing end plate and skyscraper built-in fitting is realized again, can be widely applied to the connecting node for distorting special-shaped roof system and skyscraper.
Description
Technical field
The utility model belongs to building structure and subtracts technical field of isolation, and in particular to a kind of connection distort special-shaped steel worm-gearing with
The corrugated metal sheet damper of skyscraper.
Background technique
Subtracting shock isolation system technology is damping, the shock isolation system that safe enough is arranged between works and ground, due to shock insulation
" shock insulation ", " shock-absorbing " effect of layer, the setting of shock isolation system make the vibration of superstructure be effectively controlled.Shock isolation system be with
" softening " structure, the mode of " defeating a force with a tenderness " make works reach antidetonation purpose vibration is isolated, and its essence is by reducing knot
Structure rigidity reduces the resonance reaction of structure extending structure natural vibration period.
Current many skyscrapers all have podium, and the architectural image of podium roof system mostly uses curve special steel construction to set
Meter, such as the special-shaped steel worm-gearing of distortion, are rigidly connected, due to matter if the connection of the special-shaped steel worm-gearing of distortion and skyscraper simply uses
The deviation of the heart and the rigid heart is larger, and torsional effect will be it is obvious that cause structure to be destroyed under larger load action.According to spiral shell
Peg or pin connection, junction energy dissipation capacity is poor, if design is improper, spiral shell peg or pin is cut under geological process, or even meeting
Cause the collapsing of structure.In addition, distorting special-shaped steel worm-gearing also for a long time by larger and smaller wind action, special-shaped steel worm-gearing is distorted
Therefore it need to be arranged in the special-shaped steel worm-gearing of distortion and main building junction with the connecting node fatiguability of skyscraper and subtract shock isolation system,
The energy for consuming vibration, can reduce the vibration and fatigue of connecting node.
Lack suitable connection type with main structure currently, distorting special-shaped steel worm-gearing.It is especially the absence of different for distorting
The profession of shape steel worm-gearing and high-rise main tower junction subtracts shock isolation system.Further, it is built due to distorting special-shaped steel worm-gearing with high level
The connecting node built is more, if more complicated shock isolation system is arranged, site operation can be more complicated, is unfavorable for construction site
Assembling, while not meeting engineering economy requirement, the earthquake isolating equipments such as rubber are deposited due to being chronically exposed to outdoor easy aging yet
The durability the problem of, and it is not easy to replace.
Utility model content
To solve the above-mentioned problems, special-shaped steel worm-gearing is distorted the purpose of the utility model is to provide a kind of connection to build with high level
The corrugated metal sheet damper built, overcomes and avoids distorting special-shaped steel worm-gearing curve special steel construction and connect section with skyscraper
Point resists the disadvantage that weight bearing power is weaker and existing earthquake isolating equipment assembling is weaker, which can fill
It sets production and assembling is realized in construction site, the damping device of special-shaped steel worm-gearing and skyscraper is distorted but also as connection.
The utility model provides the following technical solution:
A kind of connection distorts the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper, which subtracts
Shake device includes being fixed on the L-type steel plate distorted on special-shaped steel worm-gearing end plate and be fixed on skyscraper pre-embedded steel slab second
Steel plate；Corrugated energy consumption metal plate of the setting for damping, the L-type steel plate, second between the L-type steel plate, the second steel plate
Steel plate and corrugated energy consumption metal plate are connected as one.
Preferably, the L-type steel plate includes the first bottom plate and the first side plate being fixed on the first bottom plate；Described second
Steel plate includes the second bottom plate and the second side plate, and second side plate is fixed on the second bottom plate；The corrugated energy consumption metal plate
Section it is wavy, section it is wavy corrugated energy consumption metal board ends each extend over to form third side plate；Interconnecting piece
Part one passes through at the wave crest for distorting special-shaped steel worm-gearing end plate, the first bottom plate and corrugated energy consumption metal plate, and three is assembled and is connected
It is connected together；Connecting component two passes through at the trough of skyscraper pre-embedded steel slab, the second bottom plate and corrugated energy consumption metal plate, simultaneously
Together by three's assembly connection；Connecting component three passes through the first side plate, third side plate, and together by the two assembly connection；
Connecting component four passes through the second side plate, third side plate, and together by the two assembly connection.
Preferably, first bottom plate and corrugated energy consumption metal plate between, the second bottom plate and corrugated energy consumption metal plate
Between filling be used for damping foam aluminum honeycomb material.
Preferably, between first side plate and the second bottom plate, between the second side plate and the first bottom plate, third side plate and
Equal filled silicon rubber sealing material between one bottom plate.
Preferably, the special-shaped steel worm-gearing end plate of the distortion, the first bottom plate also pass through connecting component five and are connected, and the high level is built
Build pre-embedded steel slab, the second bottom plate also passes through connecting component six and is connected.
Preferably, the yield strength of the die mould Wasted-energy steel plate is less than 235MPa, and surface is coated with erosion resistant coating.
Preferably, the connecting component one is M10 expansible anchor of metal, and the connecting component two is 10.9 grades of M12 high-strength
Shearing bolt, the connecting component three, connecting component four, connecting component five, connecting component six are 10.9 grades of M18 high-strength anti-
Cut bolt.
Preferably, it is bonded at the wave crest of the corrugated energy consumption metal plate with the first bottom plate, the Corrugated metal energy consumption
It is bonded at the trough of metal plate with the second bottom plate.
The beneficial effects of the utility model are:
1, the corrugated metal sheet damper of the utility model has many advantages, such as that easy to assembly, damping energy consumption is efficient, both real
The bolt assembling of isolator various components when Xian Liao factory makes, and realize pre- with podium steel worm-gearing end plate and skyscraper
The bolt assembling for burying steel plate can be widely applied to the connecting node for distorting special-shaped roof system and skyscraper, in fabricated construction
Field has broad application prospects.
2, the corrugated metal sheet damper of the utility model, by four basic modules, (the second steel plate, corrugated consume energy golden
Belong to plate, foam aluminum honeycomb material, L shape steel plate) composition, structure is simple, is metal material, durability is good, and service life is long, just
In maintenance and replacement, while damper occupancy structure space is also smaller.
3, the corrugated metal sheet damper of the utility model is consumed energy using low strong or low surrender corrugated metal sheet, wave
Line shape energy consumption metal plate plate section is wavy, and entire corrugated energy consumption metal plate plate is made to be divided into multiple inclined plate energy dissipation braces,
Energy-dissipating and shock-absorbing can be surrendered by corrugated metal sheet plate in the horizontal and vertical direction, if after strong load action, corrugated steel plate buckling compared with
Greatly, it is also convenient for replacing.
The corrugated metal sheet damper of 4 the utility model consumes energy in corrugated and fills out between metal plate plate and the first bottom plate
Hexagon foam aluminum honeycomb material is filled, increases the deformability of corrugated metal sheet plate, while utilizing the characteristic of cellular material
More impact kinetic energy is absorbed, can prevent corrugated energy consumption metal plate plate from excessive bending deformation occurs, if frequent load action
Afterwards, metal honeycomb material deformation is larger, also replaceable new foam aluminum honeycomb material, restores corrugated metal sheet plate damper
Energy dissipation capacity.
5, the corrugated metal sheet damper of the utility model, connecting component one, which passes through, distorts special-shaped steel worm-gearing end plate, the
At the wave crest of one bottom plate and corrugated energy consumption metal plate plate, and together by three's assembly connection；Connecting component two passes through high level
Build pre-embedded steel slab, the second bottom plate and corrugated energy consumption metal plate plate trough at and by three's assembly connection together with；Connection
Component three passes through the first side plate, third side plate, and together by the two assembly connection；Connecting component four passes through the second side plate, the
Three side plates, and together by the two assembly connection generate horizontal and vertical constraint to corrugated energy consumption metal plate plate, while
Fin is arranged as limiting device in second steel plate, the yield deformation of corrugated energy consumption metal plate plate can be prevented excessive, metal is swollen
Corrugated energy consumption metal plate plate is also divided into multiple portions, various pieces collaboration energy consumption by swollen bolt, high-strength shearing bolt.
6, the corrugated metal sheet damper of the utility model, in the first side plate and the second bottom plate, the second side plate and first
Equal filled silicon rubber sealing material between bottom plate, third side plate and the first bottom plate, the anti-aging function of silicon rubber sealing material is strong, can
To prevent from making rubber vibration isolation miopragia in outdoor exposure for a long time, setting silicon rubber sealing material can subtract vertically playing damper
Function is shaken, also damper is made to have the advantages of vertical Self-resetting.
Detailed description of the invention
Fig. 1 is corrugated metal sheet plate damper and distortion special-shaped steel worm-gearing, skyscraper assembly structure figure；
Fig. 2 is corrugated metal sheet plate shock absorber structure schematic diagram；
Fig. 3 A is the top view of L-type steel plate；
Fig. 3 B is the left view of L-type steel plate；
Fig. 3 C is the front view of L-type steel plate；
Fig. 4 A is the top view of the second steel plate；
Fig. 4 B is the left view of the second steel plate；
Fig. 4 C is the front view of the second steel plate；
Fig. 5 A is the top view of corrugated energy consumption metal plate plate；
Fig. 5 B is the front view of corrugated energy consumption metal plate plate.
Attached meaning marked in the figure is as follows:
10- distorts special-shaped steel worm-gearing installation site 11- end plate 20-L shape steel plate 21- the first bottom plate the first side plate of 22-
30- installation of high building position 31- pre-embedded steel slab 40- the second steel plate 41- the second bottom plate 43- the second side plate 50- corrugated
Consume energy two 62- connecting component of metal plate plate 51- third side plate 61- one 62- connecting component of connecting component, three 64- interconnecting piece
Four 65- connecting component of part, five 66- connecting component, six 70- foam aluminum honeycomb material 80- silicon rubber sealing material
Specific embodiment
The utility model is illustrated combined with specific embodiments below.
As shown in Figs. 1-5, a kind of connection distorts the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper, the wave
Line shape metal plate damper includes being fixed on the L shape steel plate 20 distorted on 10 end plate 11 of special-shaped steel worm-gearing and being fixed on high level
Build the second steel plate 40 on 30 pre-embedded steel slabs 31；Setting is used for the corrugated of damping between L-type steel plate 20, the second steel plate 40
Consume energy metal plate plate 50, and L-type steel plate 20, the second steel plate 40 and corrugated energy consumption metal plate 50 are connected as one.
Above-described embodiment is advanced optimized, L-type steel plate 20 includes the first bottom plate 21 and is fixed on the first bottom plate 21
First side plate 22；Second steel plate 40 includes the second bottom plate 41 and the second side plate 43, and the second side plate 43 is fixed on the second bottom plate 41；
The section of corrugated energy consumption metal plate plate 50 is wavy, wavy corrugated energy consumption 50 both ends of the metal plate plate difference of section
Extend to form third side plate 51；Connecting component 1, which passes through, distorts 10 end plate 11 of special-shaped steel worm-gearing, the first bottom plate 21 and corrugated
At the wave crest of energy consumption metal plate plate 50, and together by three's assembly connection；It is pre-buried that connecting component 2 62 passes through skyscraper 30
Steel plate 31, the second bottom plate 41 and corrugated energy consumption metal plate plate 50 trough at and by three's assembly connection together with；Interconnecting piece
Part 3 63 passes through the first side plate 22, third side plate 51, and together by the two assembly connection；Connecting component 4 64 passes through second side
Plate 43, third side plate 51, and together by the two assembly connection.
Above-described embodiment is advanced optimized, is bonded at the wave crest of corrugated energy consumption metal plate 50 with the first bottom plate 21, it is described
It is bonded at the trough of corrugated energy consumption metal plate 50 with the second bottom plate 41.
Above-described embodiment is advanced optimized, between the first bottom plate 21 and corrugated energy consumption metal plate plate 50, the second bottom plate 41
The foam aluminum honeycomb material 70 for being used for damping is filled between corrugated energy consumption metal plate plate 50.
Above-described embodiment is advanced optimized, between the first side plate 22 and the second bottom plate 41, the second side plate 43 and the first bottom plate
Between 21, equal filled silicon rubber sealing material 80 between third side plate 51 and the first bottom plate 21.
Above-described embodiment is advanced optimized, 10 end plate 11 of the special-shaped steel worm-gearing of the distortion, the first bottom plate 21 also pass through connection
Component 5 65 is connected, and 30 pre-embedded steel slab 31 of skyscraper, the second bottom plate 41 are also connected by connecting component 6 66.
Advanced optimize above-described embodiment, the consume energy yield strength of metal plate plate 50 of corrugated is less than 235MPa, have compared with
High ductility, surface are coated with erosion resistant coating.
Above-described embodiment is advanced optimized, connecting component 1 is M10 expansible anchor of metal, and connecting component 2 62 is M12
10.9 grades of high-strength shearing bolts, connecting component 3 63, connecting component 4 64, connecting component 5 65, connecting component 6 66 are M18
10.9 grades of high-strength shearing bolts.
The specific implementation process of the utility model is as follows:
It punches step 1: the second steel plate, corrugated energy consumption metal plate plate and L shape steel plate corresponding position are carried out screw hole；
Step 2: connecting the second steel plate and die mould energy consumption steel using the high-strength shearing bolt of M12 and the high-strength shearing bolt of M18
Plate；
The metal plate plate groove filled and process aluminum honeycomb material step 3: corrugated consumes energy, makes it full of this groove；
Step 4: using the high-strength shearing bolt 12 of M18 and expansible anchor of metal 13, connection corrugated energy consumption metal plate plate and
L shape steel plate；
Step 5: filling the gap of the second steel plate and L shape steel plate using silicon rubber sealing material；
Step 6: the pre-embedded steel slab in skyscraper reinforced concrete structure, bolt aperture location size and the second steel plate
The second bottom plate it is identical, by the high-strength shearing bolt of M18 by pre-embedded steel slab, the second bottom plate connect；
Step 7: distorting special-shaped steel worm-gearing i-shaped beams bottom welded end plate, bolt aperture location size and L shape steel plate
The first bottom plate it is identical, by the high-strength shearing bolt of M18 by end plate, the first bottom plate connect.
Step 8: corrugated metal sheet plate damper passes through Corrugated metal energy consumption metal plate plate, bubble under load action
The collaborative work of foam aluminum honeycomb material and silicon rubber sealing material carrys out energy-dissipating and shock-absorbing.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, although ginseng
The utility model is described in detail according to previous embodiment, it for those skilled in the art, still can be with
It modifies the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features.It is all
Within the spirit and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in practical
Within novel protection scope.
Claims (8)
1. the corrugated metal sheet damper that a kind of connection distorts special-shaped steel worm-gearing and skyscraper, which is characterized in that the ripple
Shape metal plate damper includes being fixed on the L-type steel plate (20) distorted on special-shaped steel worm-gearing (10) end plate (11) and being fixed on height
The second steel plate (40) in layer building (30) pre-embedded steel slab (31)；It is arranged between the L-type steel plate (20), the second steel plate (40) and uses
It consumes energy metal plate (50) in the corrugated of damping, the L-type steel plate (20), the second steel plate (40) and corrugated energy consumption metal plate
(50) it is connected as one.
2. the corrugated metal sheet damping that a kind of connection according to claim 1 distorts special-shaped steel worm-gearing and skyscraper
Device, which is characterized in that the L-type steel plate (20) includes the first bottom plate (21) and the first side being fixed on the first bottom plate (21)
Plate (22)；Second steel plate (40) includes the second bottom plate (41) and the second side plate (43), and second side plate (43) is fixed on
On second bottom plate (41)；The section of corrugated energy consumption metal plate (50) is wavy, the wavy energy consumption metal of section
Plate (50) both ends each extend over to form third side plate (51)；Connecting component one (61), which passes through, distorts special-shaped steel worm-gearing (10) end plate
(11), at the first bottom plate (21) and the wave crest of corrugated energy consumption metal plate (50), and together by three's assembly connection；Interconnecting piece
Part two (62) passes through the trough of skyscraper (30) pre-embedded steel slab (31), the second bottom plate (41) and corrugated energy consumption metal plate (50)
Locate and by three's assembly connection together；Connecting component three (63) passes through the first side plate (22), third side plate (51), and by two
Person's assembly connection is together；Connecting component four (64) passes through the second side plate (43), third side plate (51), and by the two assembly connection
Together.
3. the corrugated metal sheet damping that a kind of connection according to claim 2 distorts special-shaped steel worm-gearing and skyscraper
Device, which is characterized in that between first bottom plate (21) and corrugated energy consumption metal plate (50), the second bottom plate (41) and corrugated
The foam aluminum honeycomb material (70) for being used for damping is filled between energy consumption metal plate (50).
4. the corrugated metal sheet damping that a kind of connection according to claim 2 distorts special-shaped steel worm-gearing and skyscraper
Device, which is characterized in that between first side plate (22) and the second bottom plate (41), the second side plate (43) and the first bottom plate (21) it
Between, equal filled silicon rubber sealing material (80) between third side plate (51) and the first bottom plate (21).
5. the corrugated metal sheet damping that a kind of connection according to claim 2 distorts special-shaped steel worm-gearing and skyscraper
Device, which is characterized in that special-shaped steel worm-gearing (10) end plate (11) of the distortion, the first bottom plate (21) also pass through connecting component five (65)
It is connected, skyscraper (30) pre-embedded steel slab (31), the second bottom plate (41) are also connected by connecting component six (66).
6. the corrugated metal sheet damping that a kind of connection according to claim 1 distorts special-shaped steel worm-gearing and skyscraper
Device, which is characterized in that the yield strength of corrugated energy consumption metal plate (50) is less than 235MPa, and surface is coated with anti-corrosion
Layer.
7. the corrugated metal sheet damping that a kind of connection according to claim 5 distorts special-shaped steel worm-gearing and skyscraper
Device, which is characterized in that the connecting component one (61) is M10 expansible anchor of metal, and the connecting component two (62) is M12
10.9 grades of high-strength shearing bolts, the connecting component three (63), connecting component four (64), connecting component five (65), connecting component
Six (66) are 10.9 grades of high-strength shearing bolts of M18.
8. the corrugated metal sheet damping that a kind of connection according to claim 2 distorts special-shaped steel worm-gearing and skyscraper
Device, which is characterized in that be bonded at the wave crest of corrugated energy consumption metal plate (50) with the first bottom plate (21), the corrugated consumption
It can be bonded at the trough of metal plate (50) with the second bottom plate (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820880523.3U CN208416075U (en) | 2018-06-07 | 2018-06-07 | Connection distorts the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820880523.3U CN208416075U (en) | 2018-06-07 | 2018-06-07 | Connection distorts the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208416075U true CN208416075U (en) | 2019-01-22 |
Family
ID=65110482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820880523.3U Withdrawn - After Issue CN208416075U (en) | 2018-06-07 | 2018-06-07 | Connection distorts the corrugated metal sheet damper of special-shaped steel worm-gearing and skyscraper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208416075U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678487A (en) * | 2018-06-07 | 2018-10-19 | 合肥工业大学 | The corrugated metal sheet damper of connection distortion special-shaped steel worm-gearing and skyscraper |
-
2018
- 2018-06-07 CN CN201820880523.3U patent/CN208416075U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678487A (en) * | 2018-06-07 | 2018-10-19 | 合肥工业大学 | The corrugated metal sheet damper of connection distortion special-shaped steel worm-gearing and skyscraper |
| CN108678487B (en) * | 2018-06-07 | 2021-12-28 | 合肥工业大学 | Corrugated metal plate shock absorber for connecting distorted special-shaped steel roof and high-rise building |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20190122 Effective date of abandoning: 20211228 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20190122 Effective date of abandoning: 20211228 |