CN205116465U - Novel house energy dissipation shock attenuation wall - Google Patents
Novel house energy dissipation shock attenuation wall Download PDFInfo
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- CN205116465U CN205116465U CN201520947000.2U CN201520947000U CN205116465U CN 205116465 U CN205116465 U CN 205116465U CN 201520947000 U CN201520947000 U CN 201520947000U CN 205116465 U CN205116465 U CN 205116465U
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- connects
- adapter sleeve
- screw rod
- sleeve
- inserted link
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- Vibration Prevention Devices (AREA)
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Abstract
Provided is a novel house energy dissipation shock attenuation wall. A novel house energy dissipation shock attenuation wall which constitutes including (b) (b): (B, ) (b) ground, the ground open and to have a set of jack, the jack connection plug bush, ground laminating rubber layer, the plug bush pass the rubber layer, the plug bush connect inserted bar down, the top of lower inserted bar connect screw rod down, lower screw rod connect the pipe union, the pipe union connect to go up the screw rod, last screw rod connecting insertion rod, the inserted bar between pass through pipe union interconnect, lower inserted bar connect damping spring, lower inserted bar the equal connecting reinforcement skeleton of inserted bar. The utility model is used for the shock attenuation wall. (B, )
Description
Technical field
the utility model relates to a kind of Novel residence energy-dissipating and shock-absorbing wall.
Background technology
the body of wall of present most of building does not possess shock-absorbing function, and when there is earthquake, building can collapse, and causes the economic loss of personal injury and property.
Summary of the invention
the purpose of this utility model is to provide a kind of a kind of Novel residence energy-dissipating and shock-absorbing wall of destructive power of the energy conduction that external force produces can being gone out, reduced.
above-mentioned object is realized by following technical scheme:
a kind of Novel residence energy-dissipating and shock-absorbing wall, its composition comprises: ground, described ground has one group of jack, described jack connects sleeve, described ground laminating rubber layer, described sleeve is through described rubber layer, described sleeve connects lower plunger, the top of described lower plunger connects lower screw rod, described lower screw rod connecting pipe movable joint, described pipe union connects upper screw rod, described upper screw rod connects inserted link, be interconnected by described pipe union between described inserted link, described lower plunger connects damping spring, described lower plunger, the equal connecting reinforcement skeleton of described inserted link.
described a kind of Novel residence energy-dissipating and shock-absorbing wall, be connected by cement layer between described ground and described rubber layer, described cage of reinforcement connects two sleeve, described two sleeves have upper and lower doubled via, described doubled via is up and down each passed through described inserted link and perpendicular threaded rod, connected by described two sleeves between described perpendicular threaded rod, described two sleeves connect front adapter sleeve, rear adapter sleeve, left adapter sleeve, right adapter sleeve, described front adapter sleeve, described rear adapter sleeve, described left adapter sleeve, the equal connecting thread bar of described right adapter sleeve.
described a kind of Novel residence energy-dissipating and shock-absorbing wall, described cage of reinforcement, described lower plunger, described inserted link all connect concrete block, cement sand bed and outer cement sand bed in described concrete block connects, described interior cement sand bed connects internal decking sheet, and described outer cement sand bed connects outer decorative layer.
beneficial effect:
1. the utility model adopt sleeve, rubber layer, lower plunger, lower screw rod, pipe union, upper screw rod, inserted link, damping spring with the use of, external force can be reduced the active force that building produces, alleviate the destruction of external force to building, extend the long service life of building.
two sleeves that the utility model adopts not only can connect lower plunger and inserted link, can also connecting reinforcement skeleton, add the intensity of whole building simultaneously, improve the quality of whole building.
two sleeves that the utility model adopts, front adapter sleeve, rear adapter sleeve, left adapter sleeve, right adapter sleeve with the use of, make connection between threaded rod succinct, convenient, firm.
overall structure damping effect of the present utility model is obvious, shock resistance strong, use safety.
accompanying drawing illustrates:
accompanying drawing 1 is the structural representation of this product.
accompanying drawing 2 be this product plan structure schematic diagram.
detailed description of the invention:
embodiment 1:
a kind of Novel residence energy-dissipating and shock-absorbing wall, its composition comprises: ground 1, described ground has one group of jack 2, described jack connects sleeve 3, described ground laminating rubber layer 4, described sleeve is through described rubber layer, described sleeve connects lower plunger 5, the top of described lower plunger connects lower screw rod 6, described lower screw rod connecting pipe movable joint 7, described pipe union connects upper screw rod 8, described upper screw rod connects inserted link 9, be interconnected by described pipe union between described inserted link, described lower plunger connects damping spring 10, described lower plunger, the equal connecting reinforcement skeleton of described inserted link.
embodiment 2:
a kind of Novel residence energy-dissipating and shock-absorbing wall described in embodiment 1, be connected by cement layer 11 between described ground and described rubber layer, described cage of reinforcement connects two sleeve 12, described two sleeves have upper and lower doubled via 13, described doubled via is up and down each passed through described inserted link and perpendicular threaded rod 14, connected by described two sleeves between described perpendicular threaded rod, adapter sleeve 15 before described two sleeves connect, rear adapter sleeve 16, left adapter sleeve 17, right adapter sleeve 18, described front adapter sleeve, described rear adapter sleeve, described left adapter sleeve, the equal connecting thread bar 19 of described right adapter sleeve.
embodiment 3:
a kind of Novel residence energy-dissipating and shock-absorbing wall described in embodiment 2, described cage of reinforcement, described lower plunger, described inserted link all connect concrete block 20, cement sand bed 21 and outer cement sand bed 22 in described concrete block connects, described interior cement sand bed connects internal decking sheet 23, and described outer cement sand bed connects outer decorative layer 24.
Claims (3)
1. a Novel residence energy-dissipating and shock-absorbing wall, its composition comprises: ground, it is characterized in that: described ground has one group of jack, described jack connects sleeve, described ground laminating rubber layer, described sleeve is through described rubber layer, described sleeve connects lower plunger, the top of described lower plunger connects lower screw rod, described lower screw rod connecting pipe movable joint, described pipe union connects upper screw rod, described upper screw rod connects inserted link, be interconnected by described pipe union between described inserted link, described lower plunger connects damping spring, described lower plunger, the equal connecting reinforcement skeleton of described inserted link.
2. a kind of Novel residence energy-dissipating and shock-absorbing wall according to claim 1, it is characterized in that: be connected by cement layer between described ground and described rubber layer, described cage of reinforcement connects two sleeve, described two sleeves have upper and lower doubled via, described doubled via is up and down each passed through described inserted link and perpendicular threaded rod, connected by described two sleeves between described perpendicular threaded rod, adapter sleeve before described two sleeves connect, rear adapter sleeve, left adapter sleeve, right adapter sleeve, described front adapter sleeve, described rear adapter sleeve, described left adapter sleeve, the equal connecting thread bar of described right adapter sleeve.
3. a kind of Novel residence energy-dissipating and shock-absorbing wall according to claim 2, it is characterized in that: described cage of reinforcement, described lower plunger, described inserted link all connect concrete block, cement sand bed and outer cement sand bed in described concrete block connects, described interior cement sand bed connects internal decking sheet, and described outer cement sand bed connects outer decorative layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520947000.2U CN205116465U (en) | 2015-11-25 | 2015-11-25 | Novel house energy dissipation shock attenuation wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520947000.2U CN205116465U (en) | 2015-11-25 | 2015-11-25 | Novel house energy dissipation shock attenuation wall |
Publications (1)
Publication Number | Publication Date |
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CN205116465U true CN205116465U (en) | 2016-03-30 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520947000.2U Active CN205116465U (en) | 2015-11-25 | 2015-11-25 | Novel house energy dissipation shock attenuation wall |
Country Status (1)
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CN (1) | CN205116465U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108589972A (en) * | 2018-03-13 | 2018-09-28 | 浙江水利水电学院 | The connection structure and its construction method of steel reinforced concrete shock insulation shear wall |
-
2015
- 2015-11-25 CN CN201520947000.2U patent/CN205116465U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108589972A (en) * | 2018-03-13 | 2018-09-28 | 浙江水利水电学院 | The connection structure and its construction method of steel reinforced concrete shock insulation shear wall |
CN108589972B (en) * | 2018-03-13 | 2020-05-15 | 浙江水利水电学院 | Connecting structure of steel reinforced concrete shock insulation shear wall and construction method thereof |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant |