CN101135180A - House shock insulation apparatus - Google Patents
House shock insulation apparatus Download PDFInfo
- Publication number
- CN101135180A CN101135180A CNA2006100321544A CN200610032154A CN101135180A CN 101135180 A CN101135180 A CN 101135180A CN A2006100321544 A CNA2006100321544 A CN A2006100321544A CN 200610032154 A CN200610032154 A CN 200610032154A CN 101135180 A CN101135180 A CN 101135180A
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- China
- Prior art keywords
- top board
- base plate
- house
- shock insulation
- under
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Abstract
The shock insulating apparatus for house includes one top plate for the house to be built on, one under plate, and supporting steel bars or pipes. The top plate and the under plate of reinforced concrete can bear the house load; and the supporting steel bars or pipes are set between the top plate and the under plate integrally. The shock insulating apparatus has its side shift regulating rigidity between the top plate and the under plate regulated through altering the diameter and length of the supporting steel bars or pipes. Under the action of earthquake load, The top plate and the under plate generate relative shift to reduce the earthquake effect on the upper structure. The present invention has high shock insulating effect, and the supporting steel bars or pipes has elastic restoring force sufficient to restore the steel bars or pipes to initial locations after earthquake.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of house shock insulation apparatus.
Background technology:
House shock insulation apparatus at present commonly used is to adopt ball or round log to be placed in up and down between two armored concrete slabs, under the effect of seismic load, produces between two armored concrete slabs up and down and rolls, and reaches the purpose of shock insulation.This house shock insulation apparatus has following defective: under the effect of seismic load, the house displacement is irrecoverable, and rolling frictional resistance is big, restive, isolating affection is poor; Do not connect between two armored concrete slabs up and down, can not bear pulling force, at seismic load, under the horizontal force action of wind load, the house resistance to capsizing is poor.
Summary of the invention:
The object of the present invention is to provide a kind ofly under the effect of seismic load, the house displacement can recover, resistance to capsizing, the house shock insulation apparatus that isolating affection is good.
The present invention seeks to realize like this, this house shock insulation apparatus comprises top board, build by laying bricks or stones on top board in the house, earthquake isolating equipment is made up of top board, base plate, bearing bar or steel pipe, and bearing bar or steel pipe are arranged between top board and the base plate, connects to integral body with top board, base plate.
Described base plate or top board are provided with convex surface or concave surface.
Described base plate periphery is provided with the top board positive stop lug boss.
Because this house shock insulation apparatus, comprise top board, build by laying bricks or stones on top board in the house, earthquake isolating equipment is made up of top board, base plate, bearing bar or steel pipe, top board, base plate are reinforced concrete slab, can support the load of superstructure, bearing bar or steel pipe are arranged between top board and the base plate, connect to integral body with top board, base plate.Diameter by adjusting bearing bar or steel pipe and length are regulated the lateral deformation stiffness between earthquake isolating equipment top board and the base plate, make endurance and stiffness much smaller than the superstructure lateral deformation stiffness, under seismic loading, produce relative displacement between the top board of earthquake isolating equipment and the base plate, the geological process power that the top board superstructure is subjected to reduces, reaches the shock insulation purpose, between top board and the base plate bearing bar or steel pipe can bear pulling force and produce relative displacement, resistance to capsizing, isolating affection good; Reinforcing bar or steel pipe have elastic restoring force, and under horizontal seismic force acted on repeatedly, top board and base plate produced swing, and reinforcing bar or steel pipe can return to initial position after the earthquake.
Description of drawings: Fig. 1 is the house shock insulation apparatus structural representation
Fig. 2 is another embodiment of house shock insulation apparatus
Fig. 3 is provided with positive stop lug boss house shock insulation apparatus structural representation for base plate
The specific embodiment:
With reference to figure 1---Fig. 3, this house shock insulation apparatus comprises top board 3, build by laying bricks or stones on top board 3 in the house, earthquake isolating equipment is made up of top board 3, base plate 2, bearing bar 5 or steel pipe 5, and bearing bar 5 or steel pipe 5 are arranged between top board 3 and the base plate 2, is linked to be integral body with top board 3, base plate 2.Described base plate 2 is provided with convex surface 6 or concave surface, adjusts different spacing local between top board 3 and the base plate 2.Described base plate 2 peripheries are provided with top board positive stop lug boss 7, prevent that the top board displacement is excessive, make bearing bar 5 or steel pipe 5 unstabilitys.
Can insert packing material between top board 3 and base plate 2, under the situation when reinforcing bar 5 or steel pipe 5 unstabilitys, top building structure 4 can be located on the packing material, reduces the destructiveness of building structure 4.
Earthquake isolating equipment can be arranged on house foundation or middle part, house, as annex and main building joint portion.
Claims (3)
1. a house shock insulation apparatus comprises top board, and building construction is characterized in that on top board: earthquake isolating equipment is made up of top board, base plate, bearing bar or steel pipe, and bearing bar or steel pipe are arranged between top board and the base plate, connects to integral body with top board, base plate.
2. house shock insulation apparatus according to claim 1 is characterized in that: described base plate or top board are provided with convex surface or concave surface.
3. house shock insulation apparatus according to claim 1 is characterized in that: described base plate periphery is provided with the top board positive stop lug boss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006100321544A CN101135180A (en) | 2006-08-31 | 2006-08-31 | House shock insulation apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006100321544A CN101135180A (en) | 2006-08-31 | 2006-08-31 | House shock insulation apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101135180A true CN101135180A (en) | 2008-03-05 |
Family
ID=39159489
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2006100321544A Pending CN101135180A (en) | 2006-08-31 | 2006-08-31 | House shock insulation apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101135180A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892715A (en) * | 2010-06-24 | 2010-11-24 | 湖南大学 | Masonry structure-based isolated structure |
| CN102051928A (en) * | 2011-01-28 | 2011-05-11 | 王尔其 | Steel tube concrete column vibration isolating and damping device |
| CN104929363A (en) * | 2015-07-07 | 2015-09-23 | 上海天华建筑设计有限公司 | Cast-in-place concrete slab-type stairway sliding support and formwork thereof |
| CN105649101A (en) * | 2016-01-22 | 2016-06-08 | 湖州职业技术学院 | Reinforced concrete vibration-isolated foundation |
-
2006
- 2006-08-31 CN CNA2006100321544A patent/CN101135180A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892715A (en) * | 2010-06-24 | 2010-11-24 | 湖南大学 | Masonry structure-based isolated structure |
| CN102051928A (en) * | 2011-01-28 | 2011-05-11 | 王尔其 | Steel tube concrete column vibration isolating and damping device |
| CN104929363A (en) * | 2015-07-07 | 2015-09-23 | 上海天华建筑设计有限公司 | Cast-in-place concrete slab-type stairway sliding support and formwork thereof |
| CN105649101A (en) * | 2016-01-22 | 2016-06-08 | 湖州职业技术学院 | Reinforced concrete vibration-isolated foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20080305 |