CN204960087U - Solid superstructure of crack control antidetonation - Google Patents
Solid superstructure of crack control antidetonation Download PDFInfo
- Publication number
- CN204960087U CN204960087U CN201520754320.6U CN201520754320U CN204960087U CN 204960087 U CN204960087 U CN 204960087U CN 201520754320 U CN201520754320 U CN 201520754320U CN 204960087 U CN204960087 U CN 204960087U
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- earthquake
- muscle
- mould shell
- shock
- proof plate
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Abstract
The utility model provides a solid superstructure of crack control antidetonation, its bottom plate cover to join has the antidetonation board, and an organic whole is connected with the antidetonation board to the evacuated mould shell, and the evacuated mould shell is connected right angle department with the antidetonation board and is equipped with antidetonation board muscle, and antidetonation board muscle is " L " type, and it includes riser muscle and diaphragm muscle, connects bent angle department and is the arc bent angle, be equipped with a plurality of antidetonation posts in the evacuated mould shell, the toe portion that combats earthquake is equipped with the stock that a plurality of transmission shape of being distribute, and stock downwardly extending passes antidetonation board and bottom plate fixed connection, and the evacuated mould shell corresponds the junction with the post of combatting earthquake and is equipped with the post core of being connected an organic whole with the evacuated mould shell, and post core bottom longitudinal section is the convex arc face, and antidetonation capital portion longitudinal section is the concave arc face, its and protruding arc shape, big or small corresponding, and post core and this antidetonation capital sliding fit of portion, establish the obturator in the evacuated mould shell internal cavity part. This technical scheme antidetonation is effectual, the difficult fracture of superstructure.
Description
Technical field
The utility model relates to the solid superstructure of a kind of anti-crack and anti-vibration.
Background technology
The construction of traditional highrise building, its framework is all the architectural construction adopting integral type, and when running into earthquake, entire building all follows ground to shake, and floor is higher, swings larger.The precautions against earthquakes of traditional highrise building are exactly adopt the fastness strengthening general frame structure, the shockproof of this mode seems feasible, but in fact there is many hidden danger, the superstructure part of such as framework easily ruptures and causes shockproof failure when the quick swing of earthquake of daring not accept.
Utility model content
The utility model object is to provide a kind of anti seismic efficiency a kind of anti-crack and anti-vibration that is good, not easy fracture solid superstructure.
For achieving the above object, the utility model provides the solid superstructure of a kind of anti-crack and anti-vibration, comprise base plate and hollow mould shell, it is characterized in that: described base plate upper strata covers and is linked with shock-proof plate, described hollow mould shell and described shock-proof plate are integrally connected, described hollow mould shell is connected right angle with described shock-proof plate and is provided with shock-proof plate muscle, described shock-proof plate muscle is in " L " type, it comprises and the riser muscle be fixedly connected with inside described hollow mould shell, and the transverse slat muscle to be connected with described shock-proof plate, described riser muscle and described transverse slat muscle are integrally connected, and it connects the curved bent angle in corner;
Some anti-earthquake are provided with in described hollow mould shell, the anchor pole of some distributions in emitting shape is provided with bottom described anti-earthquake, described anchor pole extends downwardly through described shock-proof plate and is fixedly connected with described base plate, described hollow mould shell junction corresponding to described anti-earthquake is provided with the post core be integrally connected with this hollow mould shell, bottom described post core, longitudinal section is convex globoidal, longitudinal section, described anti-earthquake top is cancave cambered surface, its to described convex globoidal shape, size is corresponding, and described post core coordinates with this anti-earthquake top slide; Obturator is established in described hollow mould shell inner cavity portion.
Preferably, the above-mentioned solid superstructure of a kind of anti-crack and anti-vibration, the annular side plate be integrally connected with described hollow mould shell is also provided with outside wherein said post core, the lower end of described annular side plate is hook-shaped, the annular groove corresponding with its hook is provided with, described annular side plate lower end and described anti-earthquake outward flange coupling type matched in clearance outside described anti-earthquake.
Preferably, the above-mentioned solid superstructure of a kind of anti-crack and anti-vibration, the length of wherein said riser muscle is longer than the length of described transverse slat muscle.
Preferably, the above-mentioned solid superstructure of a kind of anti-crack and anti-vibration, wherein said obturator is any one or two kinds and two or more assemblys of foam cement, foaming plaster, foamed ceramic.
Preferably, the above-mentioned solid superstructure of a kind of anti-crack and anti-vibration, wherein said anchor pole from top to bottom comprises interconnective vertical section and tilting section, and described vertical section upwards extends and stretches in described anti-earthquake and be integrally connected with this anti-earthquake.
Preferably, the above-mentioned solid superstructure of a kind of anti-crack and anti-vibration, is embedded with polyamide cord fabric in wherein said shock-proof plate, and described polyamide cord fabric stretches out and stretches out outside described shock-proof plate, and its extension embeds in described base plate.
Preferably, the above-mentioned solid superstructure of a kind of anti-crack and anti-vibration, be also provided with described shock-proof plate muscle with described shock-proof plate junction bottom wherein said anti-earthquake, described shock-proof plate muscle is arranged on the side of four different directions of described anti-earthquake respectively.
The utility model has following beneficial effect: in the utility model, shock-proof plate has elasticity and toughness, the vibration produced when can partially absorb earthquake when earthquake and reduce vibration upwards transmission, with the shock-proof plate muscle of arc bent angle, can ensure that building is after being vacillated now to the left, now to the right under earthquake state, reduce the amplitude that superstructure waves, its bent angle design simultaneously can also play the resistance to compression effect of vertical direction vibration, and there is certain reset response, with it simultaneously, anti-earthquake can bear stronger vertical vibrating, and under the waveform pressure bearing seismic wave oscillation crosswise, top and the post core of anti-earthquake are slidably matched, it rotates flexibly, horizontal transverse direction has certain can deflection path, effectively can disperse the effect of part lateral wave shape power, reduce wiggly amplitude.
In addition, annular side plate lower end and anti-earthquake outward flange coupling type matched in clearance in the utility model, it makes superstructure to bear pulling force, has function of seismic resistance.
Except object described above, feature and advantage, the utility model also has other object, feature and advantage.Below with reference to figure, the utility model is described in further detail.
Accompanying drawing explanation
The accompanying drawing forming a application's part is used to provide further understanding of the present utility model, and schematic description and description of the present utility model, for explaining the utility model, is not formed improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the structural representation of the utility model preferred embodiment;
Fig. 2 is the anti-earthquake structural representation of the utility model preferred embodiment.
In figure below, the implication of each Reference numeral is: 1-base plate, 2-hollow mould shell, 3-shock-proof plate, 4-shock-proof plate muscle, 5-anti-earthquake, 6-anchor pole, 7-obturator, 8-post core, 9-annular side plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail, but the multitude of different ways that the utility model can limit according to claim and cover is implemented.
As depicted in figs. 1 and 2, the solid superstructure of a kind of anti-crack and anti-vibration, comprise base plate 1 and hollow mould shell 2, wherein base plate 1 upper strata covers and is linked with shock-proof plate 3, hollow mould shell 2 and shock-proof plate 3 are integrally connected, this shock-proof plate 3 has elasticity and toughness, the vibration produced when can partially absorb earthquake when earthquake and reduce vibration upwards transmission, hollow mould shell 2 is connected right angle with shock-proof plate 3 and is provided with shock-proof plate muscle 4, shock-proof plate muscle 4 is in " L " type, it comprises and the riser muscle be fixedly connected with inside hollow mould shell 2, and the transverse slat muscle to be connected with shock-proof plate 3, riser muscle and transverse slat muscle are integrally connected, it connects the curved bent angle in corner,
With the shock-proof plate muscle 4 of arc bent angle, can ensure that building is after being vacillated now to the left, now to the right under earthquake state, reduce the amplitude that superstructure waves, its bent angle design simultaneously can also play the resistance to compression effect of vertical direction vibration, and has certain reset response.
Some anti-earthquake 5 are provided with in hollow mould shell 2, the anchor pole 6 of some distributions in emitting shape is provided with bottom anti-earthquake 5, anchor pole 6 extends downwardly through shock-proof plate 3 and is fixedly connected with base plate 1, hollow mould shell 2 junction corresponding to anti-earthquake 5 is provided with the post core 8 be integrally connected with this hollow mould shell 2, bottom post core 8, longitudinal section is convex globoidal, longitudinal section, anti-earthquake 5 top is cancave cambered surface, its to described convex globoidal shape, size is corresponding, and post core 8 coordinates with this anti-earthquake 5 top slide; Obturator 7 is established in hollow mould shell 2 inner cavity portion.
Anti-earthquake can bear stronger vertical vibrating, and under the waveform pressure bearing seismic wave oscillation crosswise, top and the post core of anti-earthquake are slidably matched, it rotates flexibly, horizontal transverse direction has certain can deflection path, effectively can disperse the effect of part lateral wave shape power, reduce wiggly amplitude.
As shown in Figure 2, the annular side plate 9 be integrally connected with hollow mould shell 1 is also provided with outside its center pillar core 8, the lower end of annular side plate 9 is hook-shaped, is provided with the annular groove corresponding with its hook outside anti-earthquake 5, annular side plate 9 lower end and anti-earthquake 5 outward flange coupling type matched in clearance.It makes superstructure to bear pulling force, has function of seismic resistance.
Wherein, the length of riser muscle is longer than the length of described transverse slat muscle, and it is when keeping riser muscle and transverse slat muscle transverse width is constant, ensure that the contact area in riser muscle and air mode shell-side face is large, namely the lifting surface area of riser muscle is large, resistance to compression, and antitorque effect strengthens.
Obturator 7 is preferably any one or two kinds and two or more assemblys of foam cement, foaming plaster, foamed ceramic, and it makes superstructure overall structure conduct oneself with dignity greatly to reduce.
As shown in Figure 2, anchor pole 6 from top to bottom comprises interconnective vertical section and tilting section, and vertical section upwards extends and stretches in anti-earthquake 5 and be integrally connected with this anti-earthquake 5.
Be embedded with polyamide cord fabric in shock-proof plate 3, polyamide cord fabric stretches out and stretches out outside shock-proof plate 3, and its extension embeds in base plate 1.Also be provided with shock-proof plate muscle 4 with shock-proof plate 3 junction bottom anti-earthquake 5, shock-proof plate muscle 4 is arranged on the side of four different directions of anti-earthquake 5 respectively, and it strengthens anti seismic efficiency further.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (7)
1. the solid superstructure of anti-crack and anti-vibration, comprise base plate and hollow mould shell, it is characterized in that: described base plate upper strata covers and is linked with shock-proof plate, described hollow mould shell and described shock-proof plate are integrally connected, described hollow mould shell is connected right angle with described shock-proof plate and is provided with shock-proof plate muscle, described shock-proof plate muscle is in " L " type, it comprises and the riser muscle be fixedly connected with inside described hollow mould shell, and the transverse slat muscle to be connected with described shock-proof plate, described riser muscle and described transverse slat muscle are integrally connected, and it connects the curved bent angle in corner;
Some anti-earthquake are provided with in described hollow mould shell, the anchor pole of some distributions in emitting shape is provided with bottom described anti-earthquake, described anchor pole extends downwardly through described shock-proof plate and is fixedly connected with described base plate, described hollow mould shell junction corresponding to described anti-earthquake is provided with the post core be integrally connected with this hollow mould shell, bottom described post core, longitudinal section is convex globoidal, longitudinal section, described anti-earthquake top is cancave cambered surface, its to described convex globoidal shape, size is corresponding, and described post core coordinates with this anti-earthquake top slide; Obturator is established in described hollow mould shell inner cavity portion.
2. the solid superstructure of a kind of anti-crack and anti-vibration according to claim 1, it is characterized in that: outside described post core, be also provided with the annular side plate be integrally connected with described hollow mould shell, the lower end of described annular side plate is hook-shaped, the annular groove corresponding with its hook is provided with, described annular side plate lower end and described anti-earthquake outward flange coupling type matched in clearance outside described anti-earthquake.
3. the solid superstructure of a kind of anti-crack and anti-vibration according to claim 1, is characterized in that: the length of described riser muscle is longer than the length of described transverse slat muscle.
4. the solid superstructure of a kind of anti-crack and anti-vibration according to claim 1, is characterized in that: described obturator is any one or two kinds and two or more assemblys of foam cement, foaming plaster, foamed ceramic.
5. the solid superstructure of a kind of anti-crack and anti-vibration according to claim 1, is characterized in that: described anchor pole from top to bottom comprises interconnective vertical section and tilting section, and described vertical section upwards extends and stretches in described anti-earthquake and be integrally connected with this anti-earthquake.
6. the solid superstructure of a kind of anti-crack and anti-vibration according to claim 1, is characterized in that: be embedded with polyamide cord fabric in described shock-proof plate, and described polyamide cord fabric stretches out and stretches out outside described shock-proof plate, and its extension embeds in described base plate.
7. the solid superstructure of a kind of anti-crack and anti-vibration according to claim 1, it is characterized in that: be also provided with described shock-proof plate muscle with described shock-proof plate junction bottom described anti-earthquake, described shock-proof plate muscle is arranged on the side of four different directions of described anti-earthquake respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520754320.6U CN204960087U (en) | 2015-09-25 | 2015-09-25 | Solid superstructure of crack control antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520754320.6U CN204960087U (en) | 2015-09-25 | 2015-09-25 | Solid superstructure of crack control antidetonation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960087U true CN204960087U (en) | 2016-01-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520754320.6U Expired - Fee Related CN204960087U (en) | 2015-09-25 | 2015-09-25 | Solid superstructure of crack control antidetonation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204960087U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780991A (en) * | 2016-03-17 | 2016-07-20 | 刘剑 | Anti-seismic floor system capable of relieving disasters and increasing survival rate of earthquake victims |
-
2015
- 2015-09-25 CN CN201520754320.6U patent/CN204960087U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780991A (en) * | 2016-03-17 | 2016-07-20 | 刘剑 | Anti-seismic floor system capable of relieving disasters and increasing survival rate of earthquake victims |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20160113 Termination date: 20170925 |