CN201261920Y - Anti-vibration base plate of house - Google Patents
Anti-vibration base plate of house Download PDFInfo
- Publication number
- CN201261920Y CN201261920Y CNU2008201095206U CN200820109520U CN201261920Y CN 201261920 Y CN201261920 Y CN 201261920Y CN U2008201095206 U CNU2008201095206 U CN U2008201095206U CN 200820109520 U CN200820109520 U CN 200820109520U CN 201261920 Y CN201261920 Y CN 201261920Y
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- chassis
- house
- shock
- main body
- universal bolt
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Abstract
The utility model discloses a base plate for a shockproof house, which comprises a base plate main body, and a plurality of elastic shock absorption components are evenly arranged below the base plate main body. In the preferable scheme, each elastic shock absorption component comprises a supporting plate propped against the bottom part of the base plate main body, a spring positioned below the supporting plate, a universal bolt penetrating the middle part of the spring and a connecting plate arranged below the spring and the universal bolt, wherein the top end of the universal bolt is fixedly screwed on the supporting plate, a ball head is arranged at the lower end of the universal bolt, and the bolt rod of the universal bolt protrudes from the top part of an accommodating cavity. The utility model can effectively improve the deficiency of the shockproof house in the prior art, has simple and easy shock-resistance design, superior shock-resistance and simple, convenient and rapid construction, can meet the requirement of rapid reconstitution after a disaster, is safe and greatly reduces the construction cost.
Description
Technical field
The relevant shock-absorbing of the utility model house, particularly relevant chassis, a kind of shock-absorbing house.
Background technology
For reducing earthquake to the life and property loss that the mankind caused, multiple shock-absorbing house has appearred.Realize the house shock-absorbing, can set about, also can set about from the junction of room body and ground from the design of room body.
From improving the room body structure, mainly be to adopt steel work or reinforced concrete frame construction, make building have certain shock resistance by rational design and qualified construction quality, can also install the counter motion device by top layer additional at high-rise building, reducing the vibrations of building, thereby reach the purpose of antidetonation.No matter but be steel work or reinforced concrete frame construction, make the room body have shock resistance, design of room body structure and calculating are all very complicated, and difficulty of construction is big, and building costs also increases substantially.
Therefore people tend to improve the syndeton of room body and ground, for example uniform between house and building lot a plurality of dampings are set.A kind of floating, fix support earth quake-proof tech of building have just been disclosed as China's open text of No. 95109381.9 applications, this technical scheme makes building separate building with ground, uniform a plurality of liquid gas dampers satisfy shockproof requirements between the two, outer brick work at each liquid gas damper insures wall simultaneously, to satisfy the steady demand under the normal stressing conditions in house; In case the generation earthquake, seimic dynamic loading is ruined much larger than the supporting capacity of insuring wall, after this promptly brings into play antihunt action by each liquid gas damper.That the design in this type of shock-absorbing house and calculate is all compared is simple and easy, building costs also decreases, but still exists with the following part of improving inadequately:
One, each liquid gas damper between this type of building and the ground, the structure by a similar automobile chassis does not combine, each liquid gas damper will work separately respectively when earthquake disaster takes place, do not check and balance jointly and make the as a whole cushioning effect that strengthens, in case wherein some liquid gas damper damage, to cause the room body to tilt easily, the earthquake-resistant building ability remains further to be improved.
Two, this type of shock-absorbing building structure is relatively loaded down with trivial details when construction, need at first build ground, the position of plane desire placement liquid gas damper is bumped into hard smooth flat board and assurance level on ground then, to guarantee the stressed relative equilibrium of each liquid gas damper, relend and help hydraulic jack respectively each liquid gas damper to be put between the house and lot, can not disposable whole liquid gas dampers be laid and finish, more can not directly on each liquid gas damper, build permanent housing or mobile house, the efficient that builds a house is low, can not satisfy the requirement of rebuilding rapidly after the calamity.
Three, because the damping in this type of shock-absorbing house is a liquid gas damper, issuing appearance in hot environment blasts, and in most cases, disaster affected people can basic necessities of life daily life even heating in the house, can produce certain high temperature inevitably and cause blast, have potential safety hazard, so this class shock-absorbing house is not adapted at the universal on a large scale and application in earthquake-stricken area.
Four, the damping in this type of shock-absorbing house is a liquid gas damper, and cost is higher relatively.
The utility model content
The technical problems to be solved in the utility model provides chassis, a kind of shock-absorbing house, can effectively improve the deficiency in shock-absorbing house in the prior art, seismic design is simple and easy, anti-seismic performance is superior, and easy construction can satisfy the requirement of rebuilding rapidly after the calamity fast, security insurance, building costs reduces greatly.
The chassis, a kind of shock-absorbing house that the utility model provides includes a chassis main body, uniform several elastic shock attenuation assemblies that is provided with below this chassis main body.
In preferred scheme, described each elastic shock attenuation assembly comprises: gripper shoe, with the bottom butt of described chassis main body; Spring is positioned at the below of gripper shoe; Universal bolt is set in the middle of the spring, and the top spiral shell of this universal bolt is solid on gripper shoe, and the lower end is provided with bulb; Junction plate is located at the below of spring and universal bolt, and described junction plate is provided with container cavity at the bulb position of the universal bolt of correspondence, and the bulb of described universal bolt is contained in the container cavity, and the shank of bolt of universal bolt stretches out from holding top of chamber.Certainly, office is not in this concrete structure for the elastic shock attenuation assembly in the utility model, and for example liquid gas damper etc. also can adopt.
According to such scheme, the utility model is significant with respect to the effect of existing structure:
One, in the utility model, can be on the main body of chassis with building construction, a plurality of elastic shock attenuation assemblies and building lot plinth by chassis main body below is rigidly connected again, when ground produces vibrations, because of a plurality of elastic shock attenuation assemblies can constitute a unified integral body by the chassis main body, a plurality of like this elastic shock attenuation assemblies can be shared the destructive power that acts on the main body of chassis jointly, pin down via the chassis main body again and the force-bearing situation of balanced each elastic shock attenuation assembly, make destructive power via whole elastic shock attenuation assemblies, again after chassis main body buffering, the suffered vibrations in house are significantly reduced, reduced up and down and the horizontal ripple that shakes the anti-seismic performance of greatly having promoted integral house.And when design, only need to select the elastic shock attenuation assembly of respective strengths to get final product according to the house gross weight, seismic design is very simple and easy, and cost also reduces greatly.
Two, the utility model only needed this chassis main body is placed on the ground grading that sets in advance in when construction, just can be on the main body of chassis building, it is very simple and easy construct, the efficient that builds a house height can satisfy the requirement of rapid reconstruction after the calamity.
In a word, the utility model is owing to having had characteristics such as previous designs is simple and easy, shock resistance is strong, cost is low, and is shockproof to be used for applicable to the house, residential houses, also can be widely used in post-disaster reconstruction.
Description of drawings
Fig. 1 is the stereogram of chassis, shock-absorbing of the present utility model house preferred embodiment.
Fig. 2 is an embodiment sectional view of the elastic shock absorbing assembly on chassis, the utility model shock-absorbing house.
Fig. 3 is for further comprising the schematic diagram of rubber combined portion to the elastic shock absorbing assembly among Fig. 2.
Fig. 4 is for further being provided with the schematic diagram of protection ringwall to the elastic shock absorbing assembly among Fig. 3.
Fig. 5 is the schematic diagram of the utility model building on chassis, shock-absorbing house.
The specific embodiment
As shown in Figure 1, the utility model provides chassis, a kind of shock-absorbing house, and this chassis, shock-absorbing house includes a chassis main body 1, uniform several elastic shock attenuation assemblies 2 that is provided with below this chassis main body 1.
As shown in Figure 2, in a preferred embodiment, described each elastic shock attenuation assembly 2 comprises:
Gripper shoe 21 is with the bottom butt of described chassis main body 1;
As shown in Figure 1, it is latticed that chassis main body 1 also can be, and preferably made by light steel, to reduce house weight, reduces the requirement of strength to elastic shock attenuation assembly 2; Certainly chassis main body 1 can be the entity shape.Gripper shoe 21 can be welded on the bottom of chassis main body 1, can not only make the anti-seismic performance that strengthens chassis, shock-absorbing house like this, and the site operation construction of also being more convenient for can be satisfied the requirement of Fast Reconstruction after the calamity; Also can be as shown in Figure 1, must be with the size design of gripper shoe 21 greater than the grid of chassis main body 1, make the bottom of gripper shoe 21 direct contacts in chassis main body 1, also can reach excellent anti-seismic performance, retaining element preferably can be set makes gripper shoe 21 be fixed in chassis main body 1 bottom, thereby avoid in the vibrations process chassis main body 1 lateral displacements to take place with respect to elastic shock attenuation assembly 2, elastic shock attenuation assembly 2 is not fixedlyed connected with chassis main body 1, can after taking apart, be transported to building ground and assemble again, be convenient to transportation; Gripper shoe 21 also can one-body molded bottom in chassis main body 1.Certainly, the chassis master originally 1 also can adopt the reinforced concrete framework, and is unrestricted.
Shown in Fig. 2,5, can be on chassis main body 1 with house 3 buildings, a plurality of elastic shock attenuation assemblies 2 by chassis main body 1 below are rigidly connected with building lot again.In the utility model, can be in the building site prefabricated foundation pile 5 or carry foundation pile 5 by junction plate 24, make foundation pile 5 upper surfaces be provided with hemispherical concave depressions 51, the bulb 231 of universal bolt 23 is located in this hemispherical concave depressions 51; By anchoring bolt 6, elastic washer 61 each junction plate 24 is fixed on each foundation pile 5 again.If the utility model carries foundation pile 5 under elastic shock attenuation assembly 2, underground with regard to again these foundation pile 5 being embedded in when construction, can further simplify construction sequence.
As shown in Figure 3, spring 22 can one-body moldedly be coated with rubber combined 221 and constitute complex spring, has centre bore 222 for rubber combined 221, universal bolt 23 is placed through in the described centre bore 222, and this moment, the container cavity 241 of junction plate 24 can upwards stretch in rubber combined 221 the centre bore 222.Make spring 22 one-body molded in rubber combined 221, can further strengthen the shock resistance of spring 22, improve buffering effect, make house amplitude of vibration when being shaken more steady.This type of spring can be commercial, also can look for producer's customization according to the specific design demand, and for example the newly moving source Electric Machine Co., Ltd in Xinxiang City just can be customization.
As shown in Figure 4; can be provided with the two- layer protection ringwall 41,42 that for example is nested with more than one deck rubber combined 221 periphery; can reduce corrosion, also can reduce oxidation, increase the stability of house under normal stress simultaneously rubber combined 221 to elastic shock attenuation assembly 2 metal parts.
As shown in Figure 5, when ground produces vibrations, a plurality of elastic shock attenuation assemblies 2 can constitute a unified integral body by chassis main body 1, a plurality of elastic shock attenuation assemblies 2 play cushioning effect jointly, pin down by chassis main body 1 again and the force-bearing situation of balanced each elastic shock attenuation assembly 2, destructive power is significantly reduced via whole elastic shock attenuation assemblies 2, chassis main body 1 buffering back, greatly promoted the anti-seismic performance of integral house 3.
As shown in Figure 5, the house of existing 36m2 with 6m * 6m is that example illustrates design of the present utility model and computational process.Suppose that room body gross weight is 8 tons, if it is the helical spring of external diameter Φ 150mm, free height 265mm, internal diameter Φ 80mm that spring 22 is selected specification for use, a spring 22 fill perhaps that load is 1000 kilograms promptly 1 ton, the house weight that just can carry 8 tons of weights in theory at the spring 22 of 1 time uniform 8 these specification of chassis main body.But, can as shown in Figure 59 springs be set in order to guarantee the user demand of house at normal stressing conditions.As seen, anti-vibration structure of the present utility model, its design and computational process are very simple; Structure is also very simple, and cost is low.
Specific embodiment described above only is used to illustrate the utility model, and does not lie in restriction the utility model.Any other people are provided with whole chassis main body between house and lot, and the elastic shock attenuation assembly is set under the main body of chassis again, just should belong to protection domain of the present utility model.
Claims (10)
1. chassis, a shock-absorbing house, it is characterized in that: this chassis, shock-absorbing house includes a chassis main body, uniform several elastic shock attenuation assemblies that is provided with below this chassis main body.
2. chassis, shock-absorbing according to claim 1 house is characterized in that: described each elastic shock attenuation assembly comprises:
Gripper shoe is with the bottom butt of described chassis main body;
Spring is positioned at the below of gripper shoe;
Universal bolt is set in the middle of the spring, and the top spiral shell of this universal bolt is solid on gripper shoe, and the lower end is provided with bulb;
Junction plate is located at the below of spring and universal bolt, and described junction plate is provided with container cavity at the bulb position of the universal bolt of correspondence, and the bulb of described universal bolt is contained in the container cavity, and the shank of bolt of universal bolt stretches out from the through hole that holds top of chamber.
3. chassis, shock-absorbing according to claim 1 house is characterized in that: described each elastic shock attenuation assembly comprises:
Gripper shoe is with the bottom butt of described chassis main body;
Spring is positioned at the below of gripper shoe;
Universal bolt is set in the middle of the spring, and the top and the bottom of described universal bolt are respectively equipped with bulb, and the bulb on top is engaged on the gripper shoe;
Junction plate is located at the below of spring and universal bolt, and described junction plate is provided with container cavity at the bulb position of the universal bolt of correspondence bottom, and the bulb of described universal bolt bottom is contained in the container cavity, and the shank of bolt of universal bolt stretches out from the through hole that holds top of chamber.
4. according to claim 2 or chassis, 3 described shock-absorbing house, it is characterized in that: described spring is a helical spring, and one-body moldedly is coated with rubber combined portion, and described rubber combined portion has centre bore, and universal bolt is placed through in the described centre bore.
5. chassis, shock-absorbing according to claim 4 house is characterized in that: between gripper shoe and junction plate and the periphery place that is positioned at rubber combined portion be provided with protection ringwall more than one deck.
6. chassis, shock-absorbing according to claim 4 house is characterized in that: the container cavity of described junction plate is project upwards hemispherical, and this container cavity upwards stretches in the centre bore of rubber combined portion.
7. chassis, shock-absorbing according to claim 4 house is characterized in that: the below of described junction plate connects foundation pile, and described foundation pile upper surface is provided with hemispherical concave depressions, and the bulb of described universal bolt bottom is located in this hemispherical concave depressions.
8. chassis, shock-absorbing according to claim 4 house is characterized in that: described chassis main body is latticed.
9. chassis, shock-absorbing according to claim 8 house is characterized in that: described chassis main body is made by light steel.
10. chassis, shock-absorbing according to claim 9 house is characterized in that: described gripper shoe is welded on the bottom of described chassis main body, and perhaps originally one-body molded with the chassis master, perhaps contact is in the bottom of chassis main body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201095206U CN201261920Y (en) | 2008-07-30 | 2008-07-30 | Anti-vibration base plate of house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201095206U CN201261920Y (en) | 2008-07-30 | 2008-07-30 | Anti-vibration base plate of house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201261920Y true CN201261920Y (en) | 2009-06-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201095206U Expired - Fee Related CN201261920Y (en) | 2008-07-30 | 2008-07-30 | Anti-vibration base plate of house |
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| CN (1) | CN201261920Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101769016A (en) * | 2010-03-09 | 2010-07-07 | 张德新 | Anti-seismic device of building |
| CN101892715A (en) * | 2010-06-24 | 2010-11-24 | 湖南大学 | Masonry structure-based isolated structure |
| CN102852227A (en) * | 2011-06-27 | 2013-01-02 | 张宁 | Air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption support and air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption method for building |
| CN102852243A (en) * | 2011-06-27 | 2013-01-02 | 张宁 | Air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption method and air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption device for building |
| CN104452965A (en) * | 2014-11-06 | 2015-03-25 | 安徽鸿路钢结构(集团)股份有限公司 | Meshing type stable steel framework |
| CN105337214A (en) * | 2015-11-26 | 2016-02-17 | 国网福建省电力有限公司 | Improved type electric work falling object protection device and application method thereof |
| CN109208641A (en) * | 2018-11-15 | 2019-01-15 | 中国矿业大学 | A kind of king post joint and repositioning method based on assembled underground structure with runback bit function |
| CN110424628A (en) * | 2019-08-06 | 2019-11-08 | 杨柱 | A kind of concrete column steel truss |
-
2008
- 2008-07-30 CN CNU2008201095206U patent/CN201261920Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101769016A (en) * | 2010-03-09 | 2010-07-07 | 张德新 | Anti-seismic device of building |
| CN101769016B (en) * | 2010-03-09 | 2011-07-27 | 张德新 | Anti-seismic device of building |
| CN101892715A (en) * | 2010-06-24 | 2010-11-24 | 湖南大学 | Masonry structure-based isolated structure |
| CN102852227A (en) * | 2011-06-27 | 2013-01-02 | 张宁 | Air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption support and air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption method for building |
| CN102852243A (en) * | 2011-06-27 | 2013-01-02 | 张宁 | Air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption method and air cushion type energy-absorption, energy-dissipation, energy-releasing, shock-isolating and shock-absorption device for building |
| CN104452965A (en) * | 2014-11-06 | 2015-03-25 | 安徽鸿路钢结构(集团)股份有限公司 | Meshing type stable steel framework |
| CN105337214A (en) * | 2015-11-26 | 2016-02-17 | 国网福建省电力有限公司 | Improved type electric work falling object protection device and application method thereof |
| CN109208641A (en) * | 2018-11-15 | 2019-01-15 | 中国矿业大学 | A kind of king post joint and repositioning method based on assembled underground structure with runback bit function |
| CN109208641B (en) * | 2018-11-15 | 2024-03-19 | 中国矿业大学 | Center column node with self-resetting function based on assembled underground structure and resetting method |
| CN110424628A (en) * | 2019-08-06 | 2019-11-08 | 杨柱 | A kind of concrete column steel truss |
| CN110424628B (en) * | 2019-08-06 | 2021-11-19 | 枣庄旗胜建设集团有限公司 | Concrete column steel truss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHUODA NEW MATERIAL TECHNOLOGY GROUP CO., LTD. Free format text: FORMER OWNER: JI YONG Effective date: 20140331 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100022 CHAOYANG, BEIJING TO: 100044 HAIDIAN, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140331 Address after: 100044 Beijing city Haidian District Road 9 No. 7 Building 12 layer 1202 Patentee after: Zhuoda New Material Technology Group Co., Ltd. Address before: Beijing City 100022 East Third Ring Road No. 39, block SOHO8 room 1901 Patentee before: Ji Yong |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090624 Termination date: 20160730 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |