CN206971872U - The damping drop impact explosion-protection equipment of flexible clay ball - Google Patents
The damping drop impact explosion-protection equipment of flexible clay ball Download PDFInfo
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- CN206971872U CN206971872U CN201720937571.7U CN201720937571U CN206971872U CN 206971872 U CN206971872 U CN 206971872U CN 201720937571 U CN201720937571 U CN 201720937571U CN 206971872 U CN206971872 U CN 206971872U
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Abstract
The utility model provides a kind of damping drop impact explosion-protection equipment of flexible clay ball, including：Single unit system bottom plate；Vertical damping anti-impact device, is slidably disposed on the single unit system bottom plate, and it is in rectangular-shape, and its internal compacting has the high-strength mild steel ball of vertical elastic clay；Single unit system top plate, it is resilient abutting with the high-strength mild steel ball of the vertical elastic clay；Four levels are to damping anti-impact device, it is fixed on the single unit system bottom plate, and respectively positioned at the outside of four sides of the vertical damping anti-impact device, the compacting into damping anti-impact device of each level has level to the high-strength mild steel ball of elastic cement, and is resilient abutting to connecting pole with level between the high-strength mild steel ball of elastic cement and the side of the vertical damping anti-impact device in level.When meeting with the load actions such as earthquake, impact and blast, the high-strength mild steel ball of elastic cement can deform and absorb, consumes and store the energy of impact and blast, play a protective role.
Description
Technical field
The field such as building, track vehicle, automobile antidetonation, shock resistance and explosion-proof field are the utility model is related to, is had
Body is related to a kind of damping drop impact explosion-protection equipment of flexible clay ball.
Background technology
China is located in two main earthquake zones-between Eurasian earthquake zone and circum-Pacific seismic belt, be in the world by
One of country the most serious to earthquake damage.In history, Yangtze River Delta and the Delta of the Pearl River once repeatedly occur 6 grades with
On macroseism, over Beijing-Tianjin Bohai Rim, nearly 300 years, the violent earthquake of more than 7 grades just occurs within average every 44 years.With
The quickening of urbanization process, substantial amounts of national wealth is quickly to city and group of cities area concentration.And China 1/3rd with
On built or proposed group of cities be located at the areas of more than 7 grades violent earthquakes may occur.City inner structure, equipment and collection
Economic loss caused by the destruction of historical relic and casualties will cause huge impact to national security and social stability.Earthquake
It is due to that earth formation is in complicated stress state, with the continuous change of the earth's crust, the effect of crustal stress exceedes somewhere rock
During the ultimate strength of layer, unexpected fracture and the changing of the relative positions will occur for rock stratum, so as to cause vibrations, and be passed in the form of elastic wave
Earth's surface, the object with certain mass of adjacent ground surface is caused to produce inertia force, when this inertia of resistance that object has in itself
During the shock resistance deficiency of effect, object destroys.And by setting certain damping device significantly to drop on object
The low inertia force for acting on object, reduce destruction of the object under geological process, safety of the increase object under earthquake.
Along with industrialized development, the rapid development of World Economics especially in the past 100 years, the mankind are in production and living
Level all achieves huge progress, and condenses and embody human spirit's demand and all types of buildings of cultural development also day
Crescent is different, builds and realizes that it has condensed the most important material of the mankind using the equipment and technology of each type of function inside it
And spiritual wealth, while the function for another function-protection mankind's security of the lives and property built is also more and more important.Initially
People are concerned only with building the performance under the various loads such as gravity, earthquake and wind, ensure the safety under above-mentioned load action
Property.But with the development of world multipolarization and the conflict fusion of multicultural, building increasingly faces the attack of terrorism, war and blast
The influence of impact.Such as the event of the U.S. 911 causes substantial amounts of casualties, to the political and economic consequences in the world all
It is very far-reaching.Nowadays the attack of terrorism can all almost occur daily in the world, causes serious social influence and people
Psychic trauma, cause the fear of the people of other countries, hinder economic development and scientific and technological progress, and impact and blast etc.
Being influenceed caused by destruction will be considerably beyond the influence that the natural calamity such as wind and earthquake is brought.Take rational engineering measure and advanced
Technology can significantly reduce the influence of blast and impact, protect the safety of building and internal staff, this has become
The common recognition of the numerous engineers in the whole world.
Comprehensive domestic and international antidetonation, shock resistance and the research in explosion-proof field can develop, and countries in the world are successively all opened at present
The research in this field is opened up, but research is all confined to the theory study stage, does not form the theoretical system of system.It is and more important
Be that can develop and develop to improve building damping, the technology of protecting against shock and blast protection, by the implementation of these technologies, quickly
The ability of building reply earthquake load, the attack of terrorism and blast off phenomenon is improved, is protected in it in the safety of personnel.Elastic cement
Material is the High-tech Material for starting application in the past 20 years in the world, is by adding the poly- of appropriate hierarchy and molecular weight
Siloxanes and the clay between a solid and a liquid formed from appropriate additive.This material be pressurized and by
Very big Hysteresis Behavior is respectively provided with during drawing, under 500Mpa pressure effect, its deformation can reach 17%, can dissipate big
The input energy of amount, reduce vibration and noise of object etc., it is often more important that this material can be automatic after external load elimination
Recover shape, therefore be the material for 21 century most having application prospect.
Utility model content
To solve the above-mentioned problems in the prior art, the utility model, which provides one kind, can realize building, equipment, instrument
The device of the antidetonation of device, track vehicle and automobile etc., shock resistance and explosion-proof.
To achieve the above object, the technical solution adopted in the utility model is：
A kind of damping drop impact explosion-protection equipment of flexible clay ball, it is characterised in that including：
Single unit system bottom plate；
Vertical damping anti-impact device, is slidably disposed on the single unit system bottom plate, and it is in rectangular-shape, in it
Portion's compacting has the high-strength mild steel ball of vertical elastic clay；
The high-strength mild steel ball of vertical elastic clay in single unit system top plate, with the vertical damping anti-impact device is resilient
Abut；
Four levels are fixed on the single unit system bottom plate, and be located at respectively described vertical to damping anti-impact device
The outside of four sides of damping anti-impact device, the compacting into damping anti-impact device of each level have horizontal to elastic cement height
Strong mild steel ball, and use level between the side of the high-strength mild steel ball of elastic cement and the vertical damping anti-impact device in level
It is resilient abutting to connecting pole.
The damping drop impact explosion-protection equipment of described flexible clay ball, wherein, the vertical damping anti-impact device
Including：
Vertical device bottom plate, is slidably disposed on the single unit system bottom plate；
Four vertical device side plates, it is fixedly connected with the vertical device bottom plate；
Multiple high-strength mild steel balls of vertical elastic clay, it is compacted be surrounded with vertical device side plate in the vertical device bottom plate
Space in.
The damping drop impact explosion-protection equipment of described flexible clay ball, wherein, the single unit system top plate is set in
Between four vertical device side plates, only can relatively described vertical damping anti-impact device make elevating movement.
The damping drop impact explosion-protection equipment of described flexible clay ball, wherein, it is described horizontal to damping shock resistance dress
Put including：
Level is fixed on the single unit system bottom plate to device bottom plate；
Four levels are fixedly connected to device side plate with the level to device bottom plate；
It is multiple horizontal to the high-strength mild steel ball of elastic cement, it is compacted described horizontal to device bottom plate and horizontal to device side plate
In the space surrounded；
Level is resilient abutting with the level to device top plate to the high-strength mild steel ball of elastic cement；
The level abuts to one end of connecting pole with the level to device top plate, and the other end resists with the vertical damping
The vertical device side plate of percussion mechanism abuts.
The damping drop impact explosion-protection equipment of described flexible clay ball, wherein, it is described horizontal to damping shock resistance dress
Putting also includes：
Horizontal shrouding, positioned at the level to device top plate outside, and it is fixedly connected with the level to device side plate；
Flexible fastening block, the horizontal shrouding and the level are flexibly clipped between device top plate.
The damping drop impact explosion-protection equipment of described flexible clay ball, wherein, the vertical elastic clay is high-strength soft
Steel ball is to be wrapped up elastic cement material by mild steel and formed to the high-strength mild steel ball of elastic cement with level.
Compared with prior art, the utility model has an advantageous effect in that：When lotuses such as experience earthquake, impact and blasts
When load acts on, the horizontal of structure passes through its internal elastic cement material to damping anti-impact device and vertical damping anti-impact device
The absorption of the common eigenvector of material and high-strength mild steel, consumption and the energy of storage impact and blast, after burst load action terminates, tool
The high-strength mild steel ball of vertical elastic clay in the damping drop impact explosion-protection equipment of flexible clay ball is with horizontal to elastic cement height
Strong mild steel ball returns to original shape by its internal being in the presence of compressive state elastic cement, so that protected
Structure and equipment and other objects return to initial stress, so as to protection structure and equipment and the safety of other objects.
Brief description of the drawings
Fig. 1 is the utility model isometric overall view；
Fig. 2 is the utility model overall top view；
Fig. 3 is the utility model entirety front view；
Fig. 4 is the utility model isometric overall view (removing top plate)；
Fig. 5 is the utility model overall top view (removing top plate)；
Fig. 6 is that the utility model is integrally bowed sectional view；
Fig. 7 is the utility model entirety orthogonal view；
Fig. 8 is the vertical damping anti-impact device axonometric drawing of the utility model；
Fig. 9 is the vertical damping anti-impact device top view of the utility model；
Figure 10 is the vertical damping anti-impact device orthogonal view of the utility model；
Figure 11 is the utility model level to damping anti-impact device axonometric drawing；
Figure 12 is the utility model level to damping anti-impact device top view；
Figure 13 is the utility model level to damping anti-impact device front view；
Figure 14 is the utility model level to damping anti-impact device orthogonal view；
Figure 15 is the high-strength mild steel ball axonometric drawing of the utility model elastic cement；
Figure 16 is the high-strength mild steel ball profile of the utility model elastic cement.
Description of reference numerals：1- single unit system bottom plates；2- levels are to damping anti-impact device；The vertical damping shock resistance dresses of 3-
Put；4- single unit system top plates；5- levels are to connecting pole；The high-strength mild steel ball of 6- vertical elastic clay；7- levels are to device bottom plate；8-
It is horizontal to device side plate；9- levels are to device top plate；10- levels are to the high-strength mild steel ball of elastic cement；11- flexible fastening blocks；12-
Horizontal shrouding；The vertical device side plates of 13-；The vertical device bottom plates of 14-；15- elastic cement materials.
Embodiment
Below mainly in combination with drawings and the specific embodiments to of the present utility model, a kind of damping drop of flexible clay ball
Impact the further details of explanation of explosion-protection equipment.
As shown in Figures 1 to 7, the utility model provides a kind of damping drop impact explosion-protection equipment of flexible clay ball,
Including：
Single unit system bottom plate 1, it is the basis of whole device；
Vertical damping anti-impact device 3, is slidably disposed on the single unit system bottom plate 1, and it is in rectangular-shape, its
Inside compacting has the high-strength mild steel ball 6 of vertical elastic clay；
Single unit system top plate 4, it is in the high-strength mild steel ball 6 of vertical elastic clay vertically in damping anti-impact device 3
Elasticity abuts, and is used as the basis of building, or for putting the historical relic for needing to save from damage；
Four levels are fixed on the single unit system bottom plate 1, and erected respectively positioned at described to damping anti-impact device 2
To the outside of four sides of damping anti-impact device 3, the compacting into damping anti-impact device 2 of each level has horizontal to elastic gum
The high-strength mild steel ball 10 of mud, and in level to the side of the high-strength mild steel ball 10 of elastic cement and the vertical damping anti-impact device 3
Between to connecting pole 5 be resilient abutting with level.
As shown in Fig. 8, Fig. 9, Figure 10, the vertical damping anti-impact device 3, including：
Vertical device bottom plate 14, is slidably disposed on the single unit system bottom plate 1；
Four vertical device side plates 13, it is fixedly connected with the vertical device bottom plate 14；
Multiple high-strength mild steel balls 6 of vertical elastic clay, it is compacted in the vertical device bottom plate 14 and vertical device side plate institute
In the space surrounded.
And the single unit system top plate 4 is set between four vertical device side plates 13, only relatively described can vertically subtract
Shake anti-impact device 3 makees elevating movement, and the single unit system top plate 4 is resilient with the high-strength mild steel ball 6 of the vertical elastic clay
Abut, therefore the impulse force on vertical can be buffered.
It is described horizontal to damping anti-impact device 2 such as Figure 11, Figure 12, Figure 13, Figure 14, including：
Level is fixed on the single unit system bottom plate 1 to device bottom plate 7；
Four levels are fixedly connected to device side plate with the level to device bottom plate 7；
It is multiple horizontal to the high-strength mild steel ball 10 of elastic cement, it is compacted described horizontal to device bottom plate 7 and horizontal to device
In the space that side plate is surrounded；
Level is resilient abutting with the level to device top plate 9 to the high-strength mild steel ball 10 of elastic cement；
Horizontal shrouding 12, positioned at the level to the outside of device top plate 9, and connect with horizontal fixed to device side plate
Connect；
Flexible fastening block 11, the horizontal shrouding 12 and the level are flexibly clipped between device top plate 9.
Aforementioned levels abut to one end of connecting pole 5 with the level to device top plate 9, the other end and the vertical damping
The vertical device side plate of anti-impact device 3 abuts, it is thus possible to leads to the level of the vertical damping anti-impact device 3 to impulse force
Level is crossed to the high-strength buffering of mild steel ball 10 of elastic cement to fall.
For another example shown in Figure 15, Figure 16, the high-strength mild steel ball of elastic cement, be by mild steel parcel elastic cement material 15 and
Form.
When the damping drop impact explosion-protection equipment of flexible clay ball is used as structure and the basic courses department of equipment and other objects
Timesharing, under vertical uniform load q, the high-strength mild steel ball 6 of vertical elastic clay occurs certain deformation and reaches stress balance structure,
In level under load action, level occurs certain deformation to the high-strength mild steel ball 10 of elastic cement and reaches stress balance.
Again when meeting with the load action such as earthquake, impact and blast, structure it is horizontal to damping anti-impact device 2 and vertical
Damping anti-impact device 3 is absorbed by the common eigenvector of its internal elastic cement material and high-strength mild steel, consumption and storage are rushed
The energy for hitting and exploding, it is perpendicular in the damping drop impact explosion-protection equipment of flexible clay ball after the load action that happens suddenly terminates
To the high-strength mild steel ball 6 of elastic cement and level to the high-strength mild steel ball 10 of elastic cement by its inside in compressive state elasticity
Original shape is returned in the presence of clay, so that protected structure and equipment and other objects return to initial stress
State, so as to protection structure and equipment and the safety of other objects.
It is described above to be merely exemplary for the utility model, and nonrestrictive, those of ordinary skill in the art
Understand, in the case where not departing from the spirit and scope that claim is limited, can many modifications may be made, change or it is equivalent, but
Fall within the scope of protection of the utility model.
Claims (6)
- A kind of 1. damping drop impact explosion-protection equipment of flexible clay ball, it is characterised in that including：Single unit system bottom plate；Vertical damping anti-impact device, is slidably disposed on the single unit system bottom plate, and it is in rectangular-shape, its internal pressure There is the high-strength mild steel ball of vertical elastic clay in fact；The high-strength mild steel ball of vertical elastic clay in single unit system top plate, with the vertical damping anti-impact device be resilient to Connect；Four levels are fixed on the single unit system bottom plate, and be located at the vertical damping respectively to damping anti-impact device The outside of four sides of anti-impact device, the compacting into damping anti-impact device of each level have horizontal high-strength soft to elastic cement Steel ball, and it is horizontal to even to being used between the side of the high-strength mild steel ball of elastic cement and the vertical damping anti-impact device in level Post is connect to be resilient abutting.
- 2. the damping drop impact explosion-protection equipment of flexible clay ball according to claim 1, it is characterised in that described perpendicular Include to damping anti-impact device：Vertical device bottom plate, is slidably disposed on the single unit system bottom plate；Four vertical device side plates, it is fixedly connected with the vertical device bottom plate；Multiple high-strength mild steel balls of vertical elastic clay, it is compacted the sky surrounded in the vertical device bottom plate with vertical device side plate In.
- 3. the damping drop impact explosion-protection equipment of flexible clay ball according to claim 2, it is characterised in that described whole Body device top plate is set between four vertical device side plates, only being capable of relatively described vertical damping anti-impact device work lifting fortune It is dynamic.
- 4. the damping drop impact explosion-protection equipment of flexible clay ball according to claim 2, it is characterised in that the water Putting down to damping anti-impact device includes：Level is fixed on the single unit system bottom plate to device bottom plate；Four levels are fixedly connected to device side plate with the level to device bottom plate；It is multiple horizontal to the high-strength mild steel ball of elastic cement, it is compacted be enclosed to device side plate with level to device bottom plate in the level Into space in；Level is resilient abutting with the level to device top plate to the high-strength mild steel ball of elastic cement；The level abuts to one end of connecting pole with the level to device top plate, the other end and the vertical damping shock resistance The vertical device side plate of device abuts.
- 5. the damping drop impact explosion-protection equipment of flexible clay ball according to claim 4, it is characterised in that the water Putting down to damping anti-impact device also includes：Horizontal shrouding, positioned at the level to device top plate outside, and it is fixedly connected with the level to device side plate；Flexible fastening block, the horizontal shrouding and the level are flexibly clipped between device top plate.
- 6. the damping drop impact explosion-protection equipment of flexible clay ball according to claim 1, it is characterised in that described perpendicular To the high-strength mild steel ball of elastic cement with it is horizontal to the high-strength mild steel ball of elastic cement be that elastic cement material is wrapped up and structure by mild steel Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720937571.7U CN206971872U (en) | 2017-07-28 | 2017-07-28 | The damping drop impact explosion-protection equipment of flexible clay ball |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720937571.7U CN206971872U (en) | 2017-07-28 | 2017-07-28 | The damping drop impact explosion-protection equipment of flexible clay ball |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971872U true CN206971872U (en) | 2018-02-06 |
Family
ID=61398059
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720937571.7U Withdrawn - After Issue CN206971872U (en) | 2017-07-28 | 2017-07-28 | The damping drop impact explosion-protection equipment of flexible clay ball |
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| Country | Link |
|---|---|
| CN (1) | CN206971872U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313645A (en) * | 2017-07-28 | 2017-11-03 | 中国地震局工程力学研究所 | The damping drop impact explosion-protection equipment of flexible clay ball |
-
2017
- 2017-07-28 CN CN201720937571.7U patent/CN206971872U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313645A (en) * | 2017-07-28 | 2017-11-03 | 中国地震局工程力学研究所 | The damping drop impact explosion-protection equipment of flexible clay ball |
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Legal Events
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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: 20180206 Effective date of abandoning: 20230314 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20180206 Effective date of abandoning: 20230314 |