CN206616726U - A kind of earthquake-resistant buildings wall body structure - Google Patents
A kind of earthquake-resistant buildings wall body structure Download PDFInfo
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- CN206616726U CN206616726U CN201720359142.6U CN201720359142U CN206616726U CN 206616726 U CN206616726 U CN 206616726U CN 201720359142 U CN201720359142 U CN 201720359142U CN 206616726 U CN206616726 U CN 206616726U
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- Prior art keywords
- wall
- steel plate
- roof
- earthquake
- shockproof
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Abstract
The utility model is related to construction wall construction applications, specifically related to a kind of earthquake-resistant buildings wall body structure, including roof and exterior wall, roof is square lid structure, roof bottom, which is embedded in, is provided with some buffer springs for being used to buffer roof vibrations in the upper shakeproof layer for being provided with foamed aluminium material, upper shakeproof layer；Upper shakeproof layer bottom is provided with steel plate；Exterior wall is fixedly connected with roof, by the stable top surface for being supported in exterior wall in roof；Exterior wall internal layer is provided with supporting steel plate, and supporting steel plate internal layer is provided with concrete walls, and concrete walls internal layer, which is provided with the shockproof wall of foamed aluminium material, shockproof wall, is provided with some antirattle spring, and shockproof wall internal layer is provided with interior steel plate；The bottom of interior steel plate and shockproof wall is provided with lower wall, and the bottom of lower wall is provided with lower steel plate；The turning bottom of lower steel plate is provided with the taper support post to exterior wall outer inclination.The utility model shockproof effect is good, safe, possesses preferable practical value.
Description
Technical field
The utility model is related to construction wall construction applications, and in particular to a kind of earthquake-resistant buildings wall body structure.
Background technology
Earthquake be also known as earthquake, vibrate, be that vibration is caused during earth's crust quick release of energy, during which can produce seismic wave
A kind of natural phenomena.Mutual extrusion and collision between plate and plate on the earth, causes edge of plate and plate interiors to produce wrong
Dynamic and rupture, is the main cause for causing earthquake.
Ground directly over the place that earthquake takes place referred to as focus, focus is referred to as earthquake centre.The ground of ruinous earthquake
The most strong place of vibration is referred to as meizoseismal area, the area of meizoseismal area often namely where earthquake centre.Earthquake often results in serious personal's injures and deaths,
Fire hazard, floods, toxic gas leakage, bacterium and radioactive substance diffusion, it is also possible to cause tsunami, landslide, avalanche,
The secondary disasters such as crack.
According to statistics, the annual shake for about occurring more than 500 ten thousand secondary earthquakes, i.e., up to ten thousand times occurring daily on the earth.It is wherein big absolutely
It is most too small or too remote, so that people are imperceptible；Really can the mankind be caused with the earthquake about more than ten 2 seriously endangered
Ten times；The earthquake about one of especially severe disaster can be caused twice.The imperceptible earthquake of people, it is necessary to use seismic detector ability
Record；Different types of seismic detector can record varying strength, different far and near earthquakes.Operate in the world thousands of
Various seismic instruments day and night monitor the trend of earthquake.
Current scientific and technological level there is no method to predict the arrival of earthquake, and following interior for quite a long time, earthquake is also nothing
Method prediction.The example of so-called success prediction earthquake, is substantially coincidence.For earthquake, what we should more do is to improve to build
Build seismic behavior, carry out defence, rather than prediction earthquake.
Current building construction wall, majority does not possess the effect of pre- earthquake-proof, so as to when causing to occur earthquake disaster, build
Building house easy moment collapses, and serious Loss of Life and property is caused to the earthquake-stricken area people.
Therefore, based on a kind of above-mentioned, earthquake-resistant buildings wall body structure of the utility model offer, to solve existing building construction
Do not possess the deficiency and defect of prevention seismic function.
Utility model content
The purpose of this utility model is that：For the above mentioned problem that presently, there are, there is provided a kind of earthquake-resistant buildings wall
Structure, to solve the deficiency and defect that existing building construction does not possess prevention seismic function.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of earthquake-resistant buildings wall body structure, including roof and exterior wall, the roof is square lid structure, the room
The insertion of top bottom, which is provided with the upper shakeproof layer of foamed aluminium material, the upper shakeproof layer to be provided with, some to be used to buffer roof vibrations
Buffer spring；The upper shakeproof layer bottom is provided with steel plate；The exterior wall is fixedly connected with the roof, by the roof
The stable top surface for being supported in the exterior wall；The exterior wall internal layer is provided with supporting steel plate, and the supporting steel plate internal layer is set
There are concrete walls, the concrete walls internal layer is provided with the shockproof wall of foamed aluminium material, if being provided with the shockproof wall
Dry antirattle spring, the shockproof wall internal layer is provided with interior steel plate；The bottom of the interior steel plate and shockproof wall is provided with down
Wall, the bottom of the lower wall is provided with lower steel plate；The turning bottom of the lower steel plate is set outside the oriented exterior wall
Inclined taper support post.
The scheme of the application, it is embedded on roof that shakeproof layer is set and upper on the one hand by the setting to wall body structure
Steel plate, during beneficial to running into earthquake to roof, row buffering is entered to roof, in combination with exterior wall, supporting steel plate, mixed mud wall, anti-
The structure design of wall and interior steel plate is shaken, the bulk strength and supporting role for making wall are strengthened, and effectively can prevent ground
Roof caused by shake generating process quickly caves in, so as to play a part of pre- earthquake-proof；Buffer spring, antirattle spring are used for auxiliary
The shockproof cushioning of shakeproof layer and shockproof wall is helped, the shock resistance of wall is improved；Meanwhile, the utility model passes through steel plate branch
Support effect can also avoid concrete block thing from dropping injuring personnel within doors by a crashing object, while with preferable antihunt action, be also equipped with
The effect of safeguard protection personnel within doors.
On the other hand, the lower wall and the structure design of lower steel plate of the application, possesses preferably to the wall body structure on top
Supporting role, especially by the setting of lower steel plate, makes the bottom of building construction resist the ability enhancing of eaerthquake damage, Neng Gouyou
Effect avoids the ground inside house from causing brutal fracture to fracture and caused serious injury to human body under severe earthquake action, meanwhile,
It can further reduce and rupture and aggravate the danger of house collapse because house internal ground fractures.
Another further aspect, the utility model is by the setting of pyramidal structure support column, for traditional upright foundation,
On the one hand it ensure that support column is penetrated in the soil layer of below ground all the time, set by the angle of inclination of support column, increase branch
The contact area of dagger and layer of ground soil, makes the support of support column more stablize, so that running into earthquake in house makes, passes through support
The effect of pinning soil layer and rolling stabilizing supporting role of post, reduce the danger of house collapse.
It is preferred that, the roof is reinforced concrete structure, and the bottom on roof is provided with installs described anti-for embedded
The groove of layer is shaken, is to be fixedly connected between roof and upper shakeproof layer.
It is preferred that, the appearance and size of the upper steel plate and the appearance and size of the upper shakeproof layer match, the upper steel plate
It is embedded to be arranged in the groove on the roof, the upper shakeproof layer closing is fixed in the roof.
It is preferred that, the bottom surface of the upper steel plate and the top of the supporting steel plate, mixed mud wall, shockproof wall and interior steel plate
Face is fixedly connected；It is to inlay attachment structure between the upper steel plate and the supporting steel plate, interior steel plate.
It is preferred that, the exterior wall is concrete brick wall construction, is fixed between the exterior wall and the supporting steel plate
Paste connection.
It is preferred that, the concrete walls are the wall body structure that concrete adds fibrous material, the outer wall of the concrete walls
Paste and be connected with the supporting steel plate, the inwall of the concrete walls is pasted with the shockproof wall to be connected.
It is preferred that, the interior steel plate is connected with shockproof pasted between the walls for fixation；The interior steel plate is prevented with described
The bottom surface for shaking wall is arranged on the top of the lower wall.
It is preferred that, the bottom surface of the lower wall is fixed to paste with the upper surface of the lower steel plate and is connected；The lower steel plate
The wall frame bottom profile that profile is constituted with the exterior wall matches, and the surface profile size of the lower steel plate is more than or waited
In the bottom profile size of the wall frame.
It is preferred that, the support column is concrete-steel structure, and the angle of inclination of the support column is 45 ° -60 °, support
The profile of post is Rhizoma Sparganii wimble structure, and support column is arranged in soil layer.
By adopting the above-described technical solution, the beneficial effects of the utility model are：
1st, the utility model is embedded on roof to set shakeproof layer and upper steel on the one hand by the setting to wall body structure
Plate, during beneficial to running into earthquake to roof, row buffering is entered to roof, in combination with exterior wall, supporting steel plate, mixed mud wall, shockproof
The structure design of wall and interior steel plate, the bulk strength and supporting role for making wall is strengthened, and can effectively prevent earthquake
Roof caused by generating process quickly caves in, so as to play a part of pre- earthquake-proof；Buffer spring, antirattle spring are used to aid in
The shockproof cushioning of upper shakeproof layer and shockproof wall, improves the shock resistance of wall；Meanwhile, the utility model is supported by steel plate
Effect can also avoid concrete block thing from dropping injuring personnel within doors by a crashing object, while with preferable antihunt action, be also equipped with peace
The effect of full guard personnel within doors.
2nd, on the other hand, the structure design of lower wall and lower steel plate of the present utility model possesses to the wall body structure on top
Preferable supporting role, especially by the setting of lower steel plate, makes the bottom of building construction resist the ability enhancing of eaerthquake damage,
The ground inside house can be prevented effectively from causes brutal fracture to fracture and caused serious injury to human body under severe earthquake action, together
When, it also can further reduce and rupture and aggravate the danger of house collapse because house internal ground fractures.
3rd, another further aspect, the utility model is come by the setting of pyramidal structure support column relative to traditional upright foundation
Say, on the one hand ensure that support column is penetrated in the soil layer of below ground all the time, set by the angle of inclination of support column, increase
The contact area of support column and layer of ground soil, makes the support of support column more stablize, so that running into earthquake in house makes, passes through branch
The effect of pinning soil layer and rolling stabilizing supporting role of dagger, reduce the danger of house collapse.
Brief description of the drawings
Fig. 1 is wall body structure diagrammatic cross-section of the present utility model；
Fig. 2 is polycrystalline substance schematic diagram of the present utility model；
Fig. 3 is the utility model Fig. 1 partial view A；
Fig. 4 is the utility model Fig. 1 partial view B.
In figure：1st, roof；2nd, upper shakeproof layer；3rd, buffer spring；4th, upper steel plate；5th, exterior wall；Supporting steel plate；7th, mixed mud
Wall；8th, shockproof wall；9th, antirattle spring；10th, interior steel plate；11st, lower wall；12nd, lower steel plate；13rd, support column；14th, soil layer.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that retouched
The embodiment stated is a part of embodiment of the utility model, rather than whole embodiments, based on the implementation in the utility model
Example, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made is belonged to
The scope of the utility model protection.
Embodiment 1, as Figure 1-4：
A kind of earthquake-resistant buildings wall body structure, including roof 1 and exterior wall 5, the roof 1 is square lid structure, institute
Stating the insertion of the bottom of roof 1 and being provided with the upper shakeproof layer 2 of foamed aluminium material, the upper shakeproof layer 2 to be provided with some is used to buffer
The buffer spring 3 that roof 1 is shaken；The bottom of upper shakeproof layer 2 is provided with steel plate；The exterior wall 5 is fixed with the roof 1 to be connected
Connect, by the stable top surface for being supported in the exterior wall 5 in the roof 1；The internal layer of exterior wall 5 is provided with supporting steel plate 5, described
The internal layer of supporting steel plate 5 is provided with concrete walls, and the concrete walls internal layer is provided with the shockproof wall 8 of foamed aluminium material, described
Some antirattle spring 9 are provided with shockproof wall 8, the shockproof internal layer of wall 8 is provided with interior steel plate 10；The interior steel plate 10 with
And the bottom of shockproof wall 8 is provided with lower wall 11, the bottom of the lower wall 11 is provided with lower steel plate 12；The lower steel plate 12
Turning bottom the taper support post 13 of the oriented outer inclination of exterior wall 5 is set.
The scheme of the application, it is embedded on roof 1 that the He of shakeproof layer 2 is set on the one hand by the setting to wall body structure
Upper steel plate 4, during beneficial to running into earthquake to roof 1, row buffering is entered to roof 1, in combination with exterior wall 5, supporting steel plate 5, mixed mud
The structure design of cob wall 7, shockproof wall 8 and interior steel plate 10, the bulk strength and supporting role for making wall is strengthened, can
Effectively prevent roof 1 caused by earthquake generating process from quickly caving in, so as to play a part of pre- earthquake-proof；It is buffer spring 3, anti-
Shake spring 9 is used for the shockproof cushioning for aiding in shakeproof layer 2 and shockproof wall 8, improves the shock resistance of wall；Meanwhile, this reality
By steel plate supporting role concrete block thing can also be avoided to drop injuring personnel within doors by a crashing object with new, made with preferable antidetonation
With while, be also equipped with the effect of safeguard protection personnel within doors.
On the other hand, the structure design of the lower wall 11 of the application and lower steel plate 12, possess to the wall body structure on top compared with
Good supporting role, especially by the setting of lower steel plate 12, makes the bottom of building construction resist the ability enhancing of eaerthquake damage,
The ground inside house can be prevented effectively from causes brutal fracture to fracture and caused serious injury to human body under severe earthquake action, together
When, it also can further reduce and rupture and aggravate the danger of house collapse because house internal ground fractures.
Another further aspect, the utility model is come by the setting of pyramidal structure support column 13 relative to traditional upright foundation
Say, on the one hand ensure that support column 13 is penetrated in the soil layer 14 of below ground all the time, set by the angle of inclination of support column 13
Put, increase support column 13 and the contact area of layer of ground soil 14 make the support of support column 13 more stablize, so as to be run into house
Earthquake makes, and by the effect of pinning soil layer 14 and rolling stabilizing supporting role of support column 13, reduces the danger of house collapse.
It is preferred that, the roof 1 is reinforced concrete structure, and the bottom on roof 1 is provided with installs described for embedded
The groove of shakeproof layer 2, is to be fixedly connected between roof 1 and upper shakeproof layer 2.
It is preferred that, the appearance and size of the upper steel plate 4 and the appearance and size of the upper shakeproof layer 2 match, the upper steel
The upper closing of shakeproof layer 2 is fixed in the roof 1 by the insertion of plate 4 in the groove on the roof 1.
It is preferred that, the bottom surface of the upper steel plate 4 and the supporting steel plate 5, mixed mud wall 7, shockproof wall 8 and interior steel plate
10 top surface is fixedly connected；It is to inlay attachment structure between the upper steel plate 4 and the supporting steel plate 5, interior steel plate 10.
It is preferred that, the exterior wall 5 is concrete brick wall construction, is solid between the exterior wall 5 and the supporting steel plate 5
It is fixed to paste connection.
It is preferred that, the concrete walls are the wall body structure that concrete adds fibrous material, the outer wall of the concrete walls
Paste and be connected with the supporting steel plate 5, the inwall of the concrete walls is pasted with the shockproof wall 8 to be connected.
It is preferred that, it is that fixed paste connects between the interior steel plate 10 and the shockproof wall 8；The interior steel plate 10 and institute
The bottom surface for stating shockproof wall 8 is arranged on the top of the lower wall 11.
It is preferred that, the bottom surface of the lower wall 11 is fixed to paste with the upper surface of the lower steel plate 12 and is connected；The lower steel
The wall frame bottom profile that the profile of plate 12 is constituted with the exterior wall 5 matches, the surface profile chi of the lower steel plate 12
The very little bottom profile size more than or equal to the wall frame.
It is preferred that, the support column 13 is concrete-steel structure, and the angle of inclination of the support column 13 is 45 ° -60 °,
The profile of support column 13 is Rhizoma Sparganii wimble structure, and support column 13 is arranged in soil layer 14.
It is described above, embodiment only of the present utility model, but protection domain of the present utility model do not limit to
In this, any one skilled in the art can readily occur in change in the technical scope that the utility model is disclosed
Or replace, it should all cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should be wanted with right
The protection domain asked is defined.
Claims (9)
1. a kind of earthquake-resistant buildings wall body structure, including roof and exterior wall, it is characterised in that：The roof, which is square, covers knot
Structure, roof bottom insertion, which is provided with the upper shakeproof layer of foamed aluminium material, the upper shakeproof layer to be provided with, some to be used to delay
Rush the buffer spring of roof vibrations；The upper shakeproof layer bottom is provided with steel plate；The exterior wall is fixedly connected with the roof,
By the stable top surface for being supported in the exterior wall in the roof；The exterior wall internal layer is provided with supporting steel plate, the supporting steel
Inner cord is provided with concrete walls, and the concrete walls internal layer is provided with the shockproof wall of foamed aluminium material, the shockproof wall
Some antirattle spring are inside provided with, the shockproof wall internal layer is provided with interior steel plate；The bottom of the interior steel plate and shockproof wall
Portion is provided with lower wall, and the bottom of the lower wall is provided with lower steel plate；The turning bottom of the lower steel plate sets oriented described
The taper support post of exterior wall outer inclination.
2. a kind of earthquake-resistant buildings wall body structure as claimed in claim 1, it is characterised in that：The roof is armored concrete
Structure, the bottom on roof is provided with for the embedded groove for installing the upper shakeproof layer, is fixed between roof and upper shakeproof layer
Connection.
3. a kind of earthquake-resistant buildings wall body structure as claimed in claim 1, it is characterised in that：The appearance and size of the upper steel plate
Match with the appearance and size of the upper shakeproof layer, the upper steel plate insertion is in the groove on the roof, on described
Shakeproof layer closing is fixed in the roof.
4. a kind of earthquake-resistant buildings wall body structure as described in claim 1 or 3, it is characterised in that：The bottom surface of the upper steel plate
It is fixedly connected with the top surface of the supporting steel plate, mixed mud wall, shockproof wall and interior steel plate；The upper steel plate and the support
It is to inlay attachment structure between steel plate, interior steel plate.
5. a kind of earthquake-resistant buildings wall body structure as claimed in claim 1, it is characterised in that：The exterior wall is concrete brick
Wall construction, is that fixed paste connects between the exterior wall and the supporting steel plate.
6. a kind of earthquake-resistant buildings wall body structure as claimed in claim 1, it is characterised in that：The concrete walls are concrete
The wall body structure of fibrous material is added, the outer wall of the concrete walls is pasted with the supporting steel plate to be connected, the concrete walls
Inwall paste and be connected with the shockproof wall.
7. a kind of earthquake-resistant buildings wall body structure as claimed in claim 1, it is characterised in that：The interior steel plate with it is described shockproof
Between the walls connection is pasted to be fixed；The bottom surface of the interior steel plate and the shockproof wall is arranged on the top of the lower wall.
8. a kind of earthquake-resistant buildings wall body structure as described in claim 1 or 7, it is characterised in that：The bottom surface of the lower wall
Fix to paste with the upper surface of the lower steel plate and be connected；The wall frame bottom that the profile of the lower steel plate is constituted with the exterior wall
Facial contour matches, and the surface profile size of the lower steel plate is more than or equal to the bottom profile size of the wall frame.
9. a kind of earthquake-resistant buildings wall body structure as claimed in claim 1, it is characterised in that：The support column is steelframe coagulation
Soil structure, the angle of inclination of the support column is 45 ° -60 °, and the profile of support column is Rhizoma Sparganii wimble structure, and support column is arranged on soil
In layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720359142.6U CN206616726U (en) | 2017-04-07 | 2017-04-07 | A kind of earthquake-resistant buildings wall body structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720359142.6U CN206616726U (en) | 2017-04-07 | 2017-04-07 | A kind of earthquake-resistant buildings wall body structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616726U true CN206616726U (en) | 2017-11-07 |
Family
ID=60235607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720359142.6U Expired - Fee Related CN206616726U (en) | 2017-04-07 | 2017-04-07 | A kind of earthquake-resistant buildings wall body structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206616726U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252433A (en) * | 2018-01-31 | 2018-07-06 | 海南鑫申绿色建筑科技有限公司 | It is a kind of to be used for shockproof assembled wall body |
| CN110344632A (en) * | 2019-07-01 | 2019-10-18 | 张发展 | A kind of earthquake house assists the device that collapses outward |
-
2017
- 2017-04-07 CN CN201720359142.6U patent/CN206616726U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252433A (en) * | 2018-01-31 | 2018-07-06 | 海南鑫申绿色建筑科技有限公司 | It is a kind of to be used for shockproof assembled wall body |
| CN108252433B (en) * | 2018-01-31 | 2024-02-02 | 海南鑫申绿色建筑科技有限公司 | A assembled wall body for taking precautions against earthquakes |
| CN110344632A (en) * | 2019-07-01 | 2019-10-18 | 张发展 | A kind of earthquake house assists the device that collapses outward |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190214 Address after: 300350 Tianjin Jinnan District Gegu Town Binhai Private Economic Growth Demonstration Base Creative Center A Block 1401 Room 007 Patentee after: Tianjin Binhai Gejian Construction Engineering Co., Ltd. Address before: 362200 Room 502, main building, Yin Li building, Quanzhong Road, Qingyang, Jinjiang, Quanzhou, Fujian Patentee before: QUANZHOU YONGMAO ELECTRONIC TECHNOLOGY CO., LTD. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171107 Termination date: 20200407 |