CN201679109U - Buffer shock protection device - Google Patents
Buffer shock protection device Download PDFInfo
- Publication number
- CN201679109U CN201679109U CN2010201359714U CN201020135971U CN201679109U CN 201679109 U CN201679109 U CN 201679109U CN 2010201359714 U CN2010201359714 U CN 2010201359714U CN 201020135971 U CN201020135971 U CN 201020135971U CN 201679109 U CN201679109 U CN 201679109U
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- frame
- buffering
- column
- damping
- vibration abatement
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Abstract
The utility model discloses a buffer shock protection device, which comprises a body steel framework formed by connecting a plurality of frame components, wherein the body steel framework is provided with upright posts and a top frame/or a bottom frame arranged on the end parts of the upright posts, and shock absorption buffer assemblies are arranged on the outer surfaces between all frame components and/or on the frame components for being correspondingly assembled with buildings. The shock absorption buffer assemblies are arranged between all components for forming the body steel framework, the shock absorption buffer effect of the whole body of the shock protection device on strong impact force caused by earthquake can be effectively improved, and the impact damage to the integral rigid structure of the shock protection device caused by the impact force can be reduced, so the safety of the whole body of the shock protection device can be improved.
Description
Technical field
The utility model relates to the antiseismic structure technical field, particularly a kind of vibration abatement that is provided with at interior of building.
Background technology
The patent No. is to disclose a kind of vibration abatement and Shock-proof for building system in the Chinese utility model patent manual of ZL200920089611.2, the body of wall and the roof in described antiseismic structure system inner close fitting or close room are equipped with vibration abatement, this vibration abatement comprises the main body steel frame that is formed by shaped steel or steel pipe connection, described main body steel frame have be used for being close to the roof in room or near the top frame that cooperates and be used for the room around metope be close to or near all frames that cooperate, described all frames leave the space that holds door and room window in door, room window position.This vibration abatement and antiseismic structure system can effectively stop loosening floor to fall or the body of wall fall in when earthquake, reduce casualties and property loss in the building.
Because the main body of above-mentioned vibration abatement is a steel structure frame, though its integral rigidity intensity is higher, but it can not play good cushioning effect for earthquake to the impact of building and vibration abatement, though at the top of main body steel frame frame, the week frame external surface roof corresponding with the room, the between the walls resiliency supported is equipped with rubber pad or spring, can realize certain cushioning effect, but be fixedly connected in the vibration abatement between each member of formation main body steel frame, there is not damping device between each member, so just influence the damping effect of the impact that earthquake is brought of vibration abatement, reduced the safety of vibration abatement.And from earthquake generation angle, usually later a succession of aftershock can appear a violent earthquake, it also is very serious that these aftershocks are given through the destruction that building construction caused after the violent earthquake impact, and the damping, buffering performance that therefore improves vibration abatement in the building just becomes a urgent problem.
Summary of the invention
The purpose of this utility model provides a kind of buffering vibration abatement, uses the utility model can effectively improve the buffering and damping effect of the impact force that main body steel frame integral body in the vibration abatement caused to building and vibration abatement body earthquake.
The technical scheme of buffering vibration abatement is in the utility model: a kind of buffering vibration abatement, comprise by many frame members and connect the main body steel frame that forms, described main body steel frame has column, is located at the top frame and/or the underframe of post end, between each frame member and/or the external surface that is used for corresponding assembling on the frame member with building be provided with the damping, buffering assembly.
Described top frame or underframe comprise frame and are installed in shaped steel crisscross on the described frame or the formed framework of steel pipe by two ends, described column is assembled together with corresponding frame, and the two ends of described damping, buffering assembly are fixedly connected on respectively on the corresponding end and described frame of described column.
Corresponding to extending a body under the side direction of described column, the corresponding end of described column is slidedly assemblied in the described body on the described frame, and described damping, buffering assembly is arranged on the top of described body and overlaps between the end face of the end and described column corresponding end.
Described frame is a split-type structural, and it comprises left frame and left frame, and described damping, buffering assembly also comprises the frame buffer that is arranged between left frame and the left frame.
Described column is a split-type structural, and it comprises upper pillar stand and lower pillar stand, and described damping, buffering assembly comprises the column buffer that is arranged between upper pillar stand and the lower pillar stand.
Described lower pillar stand is a hollow shell, the plate washer that be used for axial location described upper pillar stand of described column buffer for being provided with on the shell wall of this hollow shell.
Described damping, buffering assembly is beam, damping spring, oil buffer.
The beneficial effects of the utility model are: between each frame member of forming the main body steel frame and/or be used on the frame member on the external surface of corresponding assembling with building the damping, buffering effect that the bumper and absorbing shock assembly can effectively improve vibration abatement integral body being set.
The damping, buffering effect to the powerful impact force that earthquake brought that the damping, buffering assembly can effectively improve vibration abatement integral body is set between the frame of column and described top frame or underframe, reduce impact force to the whole impact failure of structure just of vibration abatement, thus the safety that improves vibration abatement integral body.
To be arranged in the body as the damping, buffering assembly, and can guarantee beam or damping spring when being subjected to impact force, its longitudinal center line can run-off the straight, has guaranteed the damping, buffering effect of beam or damping spring.
Frame is arranged to split-type structural, and the damping, buffering effect that the frame buffer can further improve the buffering vibration abatement is set between left and right frame, especially in horizontal impact in the face of earthquake brought.
Column is arranged to split-type structural, and the damping, buffering effect that buffer can further improve vibration abatement is set between upper and lower column.
Lower pillar stand is arranged to hollow shell.And baffle plate is set on shell wall, baffle plate both can play the effect that upper pillar stand is realized axial location, and can also play the effect to the upper pillar stand damping when earthquake.
The damping, buffering assembly is selected beam or damping spring for use, and the two ends of beam or damping spring are connected in the corresponding end of column and the corresponding position of frame respectively, and it is simple and practical, and processing cost is low.
Description of drawings
Fig. 1 for the utility model buffering vibration abatement be applied in the building system structural representation;
Fig. 2 is the structural representation of the utility model buffering vibration abatement embodiment 1;
Fig. 3 is the right side view of Fig. 2;
Fig. 4 is the schematic diagram of split-type structural for frame among the embodiment 1;
Fig. 5 is the structural representation of the utility model buffering vibration abatement embodiment 2;
Fig. 6 is the structural representation of the utility model buffering vibration abatement embodiment 3;
A kind of example structure schematic diagram when Fig. 7 is split-type structural for the column among above-mentioned three kinds of embodiment;
A kind of example structure schematic diagram when Fig. 8 adopts split-type structural for column;
A kind of example structure schematic diagram when Fig. 9 adopts split-type structural for column;
Figure 10 is the structural representation of the utility model damping device embodiment 4.
The specific embodiment
Be illustrated in figure 1 as in the utility model the buffering vibration abatement and be applied in structural representation in the building system, a kind of buffering antiseismic structure system comprises the room 1 of reinforced concrete structure or brick mix structure buffering vibration abatement 2 being installed in described room.
As Fig. 2, Fig. 3, Fig. 4 is the structural representation of the utility model buffering vibration abatement embodiment 1, this buffering vibration abatement comprises the main body steel frame 5 that is formed by the connection of frame members such as shaped steel or steel pipe, this main body steel frame has column 3, be located at the top frame 9 and the underframe 4 of column 3 ends, described column 3 is arranged between top frame 9 and the underframe 4, described top frame 9 comprises frame 10 and is installed in shaped steel crisscross on the described frame or the formed framework of steel pipe by two ends, column 3 be positioned at frame 10 respective side under, junction at column 3 and frame 10 is provided with the damping, buffering assembly, to be two ends be fixedly connected on beam 6 on column correspondence upper end and the frame respectively by trip bolt with this damping, buffering assembly, junction at column 3 and underframe 4 is provided with damping device, and described damping device also is fixedly connected on beam 6 on corresponding lower end of column and the underframe for two ends respectively by trip bolt.Frame 10 is a split-type structural, and it comprises left frame 11 and left frame 13, is connected with beam 12 between left and right side frame, and when specifically implementing, also available damping spring replaces beam 12 to use the frame buffer as.
Be illustrated in figure 5 as the structural representation of the utility model buffering vibration abatement embodiment 2, its difference with embodiment 1 is: the damping, buffering assembly in the setting of the junction of column and frame is a damping spring 7.
Be illustrated in figure 6 as the structural representation of the utility model buffering vibration abatement embodiment 3, the difference of itself and above-mentioned two embodiment is: the side one corresponding to described column on frame is extended with a body 8 downwards, column 3 corresponding end are slidedly assemblied in the body 8, between the end face of the cover end, the top of body 8 and column correspondence, be provided with damping spring 9, during concrete enforcement, also can adopt beam to replace damping spring.Also can adopt above-mentioned embodiment to guarantee bumper and absorbing shock between column and the underframe between column and the underframe, promptly one extends upward body on underframe, and the column lower end is slidedly assemblied in the body on the underframe.
Column among above-mentioned three embodiment is an overall structure, and being illustrated in figure 7 as column is a kind of structural representation of split-type structural, and column is divided into upper pillar stand 31 and lower pillar stand 32, is provided with the beam 33 of useing the column buffer as between last lower pillar stand.
The column of split-type structural as shown in Figure 8 and difference part shown in Figure 6 are: between last lower pillar stand, be provided with use the column buffer as be damping spring 34.
In the column split-type structural as shown in Figure 9, lower pillar stand 36 is the hollow shell structure, and upper pillar stand 35 plug-in mountings are engaged in the lower pillar stand 36, obliquely on the shell wall of lower pillar stand 36 set firmly symmetrically arranged polylith baffle plate 37, baffle plate 37 is promptly realized the axial location to upper pillar stand 35, when upper pillar stand is stressed when moving downward, baffle plate 37 can also play certain damping, buffering effect.During concrete enforcement, baffle plate 37 can adopt wooden baffle plate or metal baffle or plastic dam etc.
Cushion the structural representation of the embodiment 4 of vibration abatement as shown in figure 10 for the utility model, it is with above-mentioned 3 embodiment differences: be set with beam 45 on the corresponding external surface that cooperates with building on the frame member 43, frame member 44 is fixedlyed connected with frame member 43.
During concrete enforcement, can also adopt oil buffer to be used as the bumper and absorbing shock assembly of above-mentioned four embodiment.
Claims (8)
1. buffering vibration abatement, comprise by many frame members and connect the main body steel frame that forms, described main body steel frame has column, is located at the top frame and/or the underframe of post end, it is characterized in that: between each frame member and/or the external surface that is used for corresponding assembling on the frame member with building be provided with the damping, buffering assembly.
2. buffering vibration abatement according to claim 1, it is characterized in that: described top frame or underframe comprise frame and are installed in shaped steel crisscross on the described frame or the formed framework of steel pipe by two ends, described column is assembled together with corresponding frame, and the two ends of described damping, buffering assembly are fixedly connected on respectively on the corresponding end and described frame of described column.
3. buffering vibration abatement according to claim 2, it is characterized in that: on the described frame corresponding to extending a body under the side direction of described column, the corresponding end of described column is slidedly assemblied in the described body, and described damping, buffering assembly is arranged on the top of described body and overlaps between the end face of the end and described column corresponding end.
4. buffering vibration abatement according to claim 3 is characterized in that: described frame is a split-type structural, and it comprises left frame and left frame, and described damping, buffering assembly also comprises the frame buffer that is arranged between left frame and the left frame.
5. according to any described buffering vibration abatement in the claim 1 to 4, it is characterized in that: described column is a split-type structural, it comprises upper pillar stand and lower pillar stand, and described damping, buffering assembly comprises the column buffer that is arranged between upper pillar stand and the lower pillar stand.
6. buffering vibration abatement according to claim 5 is characterized in that: described lower pillar stand is a hollow shell, the plate washer that be used for axial location described upper pillar stand of described column buffer for being provided with on the shell wall of this hollow shell.
7. according to any described buffering vibration abatement in the claim 1 to 4, it is characterized in that: described damping, buffering assembly is beam, damping spring, oil buffer.
8. buffering vibration abatement according to claim 5 is characterized in that: described damping, buffering assembly is beam, damping spring, oil buffer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201359714U CN201679109U (en) | 2010-03-20 | 2010-03-20 | Buffer shock protection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201359714U CN201679109U (en) | 2010-03-20 | 2010-03-20 | Buffer shock protection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201679109U true CN201679109U (en) | 2010-12-22 |
Family
ID=43344160
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201359714U Expired - Fee Related CN201679109U (en) | 2010-03-20 | 2010-03-20 | Buffer shock protection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201679109U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017067115A1 (en) * | 2015-10-21 | 2017-04-27 | 苏文藏 | Shock-absorbing steel casting for constructional engineering |
-
2010
- 2010-03-20 CN CN2010201359714U patent/CN201679109U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017067115A1 (en) * | 2015-10-21 | 2017-04-27 | 苏文藏 | Shock-absorbing steel casting for constructional engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101222 Termination date: 20140320 |