CN204662695U - Novel building antidetonation syndeton - Google Patents
Novel building antidetonation syndeton Download PDFInfo
- Publication number
- CN204662695U CN204662695U CN201520191652.8U CN201520191652U CN204662695U CN 204662695 U CN204662695 U CN 204662695U CN 201520191652 U CN201520191652 U CN 201520191652U CN 204662695 U CN204662695 U CN 204662695U
- Authority
- CN
- China
- Prior art keywords
- structural beams
- strut
- diminished shaft
- firm type
- syndeton
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000003292 diminished effect Effects 0.000 claims abstract description 24
- 230000000694 effects Effects 0.000 abstract description 8
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses novel building antidetonation syndeton, comprise two structural beams and two connectors, a connection piece comprises strut and diminished shaft, and described strut is positioned at an end of a structural beams, and described diminished shaft is positioned at another end of a described structural beams; Another structural beams is provided with can mate with strut, diminished shaft the hole be connected; Another connector described comprises firm type part and flexible portion, and the middle part of two structural beams is equipped with the hole that can be connected with described firm type semi-match, and described firm type part is connected by tension part with flexible portion.The utility model structure is simple, and anti seismic efficiency is good; Control the connecting length of strut and diminished shaft, guarantee effective connection of two structural beams; Described rigid element can the load of effective bearing structure beam, and when seismic force effects, if described rigid element ruptures, then its elastic part can effectively connect two structural beams, effectively the effect of buffering seismic forces.
Description
Technical field
The invention relates to building field, is specifically related to novel building earthquake resistant structure linkage.
Background technology
In correlation technique, building earthquake engineering adopts the dissipative vibratory of damper or absorbs resonant frequency and weakens geological process power; Antidetonation securing member is adopted to fix the structure that can bear seismic structural.
But inventor finds, antidetonation securing member connects two building structure, can not the integrality of holding structure when being subject to oscillating load, cause the connection between building structure insecure, cause the anti seismic efficiency of building to be deteriorated.
Utility model content
For the problems referred to above, the problem that the invention will solve is to provide a kind of when being subject to the shock loads of seismic forces, can effective connecting building structure, the device that anti seismic efficiency is good.
For solving the problems of the technologies described above, the technical scheme that the invention adopts is that novel building antidetonation syndeton, comprises two structural beams and two connectors, and two structural beams are connected by two connectors; A connection piece comprises strut and diminished shaft, and described strut is positioned at an end of a structural beams, and described diminished shaft is positioned at another end of a described structural beams; The two ends of another structural beams are provided with mates with strut, diminished shaft the hole be connected; Another connector comprises firm type part and flexible portion, and the middle part of two structural beams is equipped with the hole that can be connected with described firm type semi-match, and described firm type part is connected by tension part with flexible portion.
Described strut and diminished shaft are all electrically connected with control section or are mechanically connected, and described control section controls strut and is connected two structural beams with diminished shaft.
As preferably, described strut can be provided with multiple, and described diminished shaft is conical or triangular pyramidal etc., and its diameter is greater than the diameter of strut.
The invention beneficial effect, the utility model structure is simple, and anti seismic efficiency is good; A connection piece connects two structural beams, when seismic force effects, can control the connecting length of strut and diminished shaft, guarantees effective connection of two structural beams; The rigid element of another connector can the load of effective bearing structure beam, and when seismic force effects, if firm type part ruptures, then its elastic part can effectively connect two structural beams, effectively the effect of buffering seismic forces.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation
Wherein, the first structural beams 104, second structural beams 106, first connector 10, strut 12, diminished shaft 18, electric wire 34, first connecting hole 112, second connecting hole 114, second connector 50, rigid element 52, elastic part 54
Detailed description of the invention
By reference to the accompanying drawings, the utility model structure is described further.
Novel building antidetonation syndeton, comprise the first structural beams 104, second structural beams 106, first connector 10 and the second connector 50, described first structural beams 104 is connected with the second connector 50 by the first connector 10 with the second structural beams 106; Described first connector 10 comprises strut 12 and diminished shaft 18, and described strut 12 is positioned at an end of the first structural beams 104, and described diminished shaft 18 is positioned at another end of the first structural beams 104; Two ends of described second structural beams 106 are respectively equipped with the first connecting hole 112 and the second connecting hole 114, and described first connecting hole 112, second connecting hole 114 mates corresponding with described strut 12, diminished shaft 18 respectively; Described second connector 50 is positioned at the middle part of the first structural beams 104 and the second structural beams 106, connects the first structural beams 104 and the second structural beams 106.
Further, described strut 12 and diminished shaft 18 all with electric wire 34 connection control part, when there is earthquake, according to the bonding strength of the first structural beams 104 and the second structural beams 106, control the height of strut 12 and diminished shaft 18, effective connection first structural beams 104 and the second structural beams 106, ensure under the effect of seismic forces, the first structural beams 104 still can effectively be connected with the second structural beams 106.
Further, described second connector 50 comprises rigid element 52 and elastic part 54, the middle part alignment of described first structural beams 104, second structural beams 106 is provided with hole, and rigid element 52 is through described hole, and described elastic part 54 connects rigid element 52 by tension part; Firm type part 52 effectively can carry the load of the first structural beams 104 and the second structural beams 106, under the effect of seismic forces, if just type part 52 ruptures, then flexible portion 54 effectively can connect the first structural beams 104 and the second structural beams 106, simultaneously the effect of available buffer seismic forces.
Further, described strut 12 is provided with 2, and described diminished shaft 18 is conical, and its diameter is greater than the diameter of strut 12.
Further, the bottom surface of described second structural beams 106 is rectangles, and two longitudinal sides upwards vertically extend.
Further, described first structural beams 104 and the second structural beams 106 can be prefabricated.
Last it is noted that above embodiment is only in order to illustrate the technical scheme of the invention, be not intended to limit; Although be described in detail the invention with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of each embodiment technical scheme of the invention.
Claims (3)
1. novel building antidetonation syndeton, is characterized in that: comprise two structural beams and two connectors, a connection piece comprises strut and diminished shaft, and described strut is positioned at an end of a structural beams, and described diminished shaft is positioned at another end of a described structural beams; Two ends of another structural beams are respectively equipped with and mate with strut, diminished shaft the hole be connected; Another connector comprises firm type part and flexible portion, and the middle part of two structural beams is equipped with the hole that can be connected with described firm type semi-match, and described firm type part is connected by tension part with flexible portion.
2. novel building antidetonation syndeton according to claim 1, is characterized in that: described strut and diminished shaft are all electrically connected with control section or are mechanically connected, and described control section controls strut and is connected with two structural beams with the height of diminished shaft.
3. novel building antidetonation syndeton according to claim 1, is characterized in that: described strut can be provided with multiple, and described diminished shaft is conical or triangular pyramidal, and its diameter is greater than the diameter of strut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520191652.8U CN204662695U (en) | 2015-03-31 | 2015-03-31 | Novel building antidetonation syndeton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520191652.8U CN204662695U (en) | 2015-03-31 | 2015-03-31 | Novel building antidetonation syndeton |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204662695U true CN204662695U (en) | 2015-09-23 |
Family
ID=54133090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520191652.8U Expired - Fee Related CN204662695U (en) | 2015-03-31 | 2015-03-31 | Novel building antidetonation syndeton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204662695U (en) |
-
2015
- 2015-03-31 CN CN201520191652.8U patent/CN204662695U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20150923 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |