CN201679110U - Buffer anti-seismic device - Google Patents
Buffer anti-seismic device Download PDFInfo
- Publication number
- CN201679110U CN201679110U CN2010201359729U CN201020135972U CN201679110U CN 201679110 U CN201679110 U CN 201679110U CN 2010201359729 U CN2010201359729 U CN 2010201359729U CN 201020135972 U CN201020135972 U CN 201020135972U CN 201679110 U CN201679110 U CN 201679110U
- Authority
- CN
- China
- Prior art keywords
- frame
- vibration abatement
- buffering
- sash
- column
- 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
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Building Environments (AREA)
Abstract
The utility model discloses a buffer anti-seismic device, which comprises a main steel framework formed by connecting a plurality of frame components. The main steel framework comprises a periphery frame and an end framework, wherein the peripheral frame matches with the four walls of a house correspondingly, the end framework is arranged on at least one end of the peripheral frame, the peripheral frame comprises vertical columns and lattices consisting of adjacent profile steels or steel pipes, the end framework comprises side frames and lattices consisting of adjacent profile steels or steel pipes, protective plates or mesh protective layers which are covered on or in the lattices of the end frameworks and the peripheral frame are fixedly arranged on the main steel framework, at least one of positions including a position on the outer surface of the main steel framework used for being fittingly assembled with a building, positions among the vertical columns and the side frames of the end framework, positions in the vertical columns and positions in the side frames is provided with a damping component. Particularly, the damping devices arranged among the vertical columns and the top side frames can effectively increase damping effect of the integral buffer anti-seismic device to strong impact caused by earthquakes, thereby increasing safety of the integral anti-seismic device.
Description
Technical field
The utility model relates to the shake-proof technology 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 has and is used for being close to the roof in room or near the top frame that cooperates, be used for the room around metope be close to or near all frames that cooperate be used for underframe with the room floor snug fit, described all frames are in door, the room window position leaves the space that holds door and room window, described top frame is arranged on described all frames, and described main body steel frame is respectively equipped with window frame mouth and doorframe mouth in window and the corresponding position of door with the room.This vibration abatement and antiseismic structure system can stop loosening floor to fall when earthquake and the body of wall fall in, thereby reduce casualties and property loss.
But the main body steel frame of above-mentioned vibration abatement comprises a plurality of sashes that are made of adjacent shaped steel or steel pipe, when earthquake takes place, rock or bulk that collapsed building dropped building chip can fall into vibration abatement inside through sash, to the personnel and the composition of estate danger of vibration abatement inside.
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 the buffering vibration abatement 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 solution of the utility model is: the buffering vibration abatement, comprise main body steel frame by many frame members connections, this main body steel frame comprise be used for the room around the metope corresponding matching all frames and be located at the end frame of at least one end of all frames, described all frames comprise column and the sash that is made of adjacent shaped steel or steel pipe, described end frame comprises frame and the sash that is made of adjacent shaped steel or steel pipe, is installed with on the sash that is sealed on described end frame and all frames on described main body steel frame or protected apron in the sash or netted overcoat; At least one place between the frame of the external surface that is used for corresponding assembling with building on the main body steel frame, described column and described end frame, in described column and the described frame is provided with the damping, buffering assembly.
Described protected apron is for being installed in the metal sheet in the described sash or being installed in plastic plate or glass plate on the described sash by bolt by welding.
Described protected apron is that medial surface is the decorative panel of decorative cover.
Described netted overcoat is sealed on the described sash or protective screening in the sash or protective grille for what be installed with on the main body steel frame.
Described end frame comprises top frame and underframe, 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, described column corresponding end 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 damping, buffering assembly is beam, damping spring, oil buffer.
The inner surface of described main body steel frame is provided with the fireprotection layer that extends along inner surface.
The beneficial effects of the utility model are: between the frame of the external surface that is used for corresponding assembling with building on the main body steel frame, described column and described end frame, in described column and the described frame 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, reduce impact force to the whole impact failure of structure just of vibration abatement, thus the safety that improves vibration abatement integral body.And enter main body steel frame inside at the building chip that on described main body steel frame, is installed with on the sash that is sealed on described end frame and all frames or the protected apron in the sash or netted overcoat drop can effectively prevent earthquake the time.The utility model is simple in structure, adds protected apron or netted overcoat gets final product in original vibration abatement and antiseismic structure system, thereby reaches the purpose that realizes second protection.
Fixedly install metal sheet by welding and can effectively stop building fragment and the dust that drops in sash, mounting structure is simple, has improved the bulk strength of protector.Can effectively stop building fragment and the dust that drops by fixedly installing plastic plate or glass plate on sash, its cost of production is low.
The medial surface of protected apron can be used as decorative cover through fine finishining, and whole like this vibration abatement can also play the effect that beautifies the room.
Protected apron is arranged on the main body steel frame sash top simple and practical, installation cost is low.Protective screening or protective grille be arranged in each sash can effectively improve the effect of protective screening, improve the protection effect of vibration abatement on the whole as the second protection device.
Between the frame of column and corresponding described top frame or underframe, the whole anti seismic efficiency that the damping, buffering assembly can improve the buffering vibration abatement is set.
The frame of described top frame or underframe is arranged to split-type structural, and the damping, buffering effect that the damping, buffering assembly 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.
The damping, buffering assembly is selected beam, damping spring, oil buffer for use, and it is simple and practical, and the installation and processing cost is low.
The fireproof performance that fireprotection layer can effectively improve vibration abatement is set on the inner surface of main body steel frame.
Description of drawings
Fig. 1 is used for the structural representation of antiseismic structure structure for the utility model buffering vibration abatement;
Fig. 2 is the structural representation of the utility model buffering vibration abatement embodiment 1;
Fig. 3 is the vertical view of Fig. 2;
Fig. 4 is the A-A sectional view of Fig. 3;
Fig. 5 is the right side view of Fig. 2;
Fig. 6 is the structural representation of damping spring for the buffer between column and top frame and the underframe;
Fig. 7 is the structural representation of the utility model buffering vibration abatement embodiment 2;
Fig. 8 is the vertical view of Fig. 7;
Fig. 9 is the B-B sectional view of Fig. 8;
Figure 10 is the structural representation of split-type structural for frame among the embodiment 2;
Figure 11 is the structural representation of the utility model buffering vibration abatement embodiment 3;
Figure 12 is the structural representation of split-type structural for embodiment 3 central posts;
Figure 13 is the structural representation of the utility model buffering vibration abatement embodiment 4;
Figure 14 is the structural representation of split-type structural for embodiment 4 central posts;
Figure 15 is the structural representation of the utility model buffering vibration abatement embodiment 5.
The specific embodiment
Be illustrated in figure 1 as the structural representation that the utility model buffering vibration abatement is used for the antiseismic structure structure, buffering antiseismic structure structure, the room 1 that comprises reinforced concrete structure or brick mix structure, buffering vibration abatement 2 is installed in described room, buffering mainly comprises the damping device 4 that is installed in protected apron 3 on the main body steel frame and fixedly installs on the vibration abatement 2 between column and top frame, leave door and corresponding doorway 5 of window and window 6 with the room on buffering vibration abatement 2.In following embodiment, all leave doorway and window (not marking among the figure) on the buffering safeguard.
As Fig. 2, Fig. 3, Fig. 4, Fig. 5, Figure 6 shows that the structural representation of the utility model buffering vibration abatement embodiment 1, the buffering vibration abatement comprises the main body steel frame 11 that is formed by many frame members connections such as shaped steel or steel pipe, this main body steel frame 11 comprise be used for the room around the metope corresponding matching all frames 10 and be located at the end frame at all frames 10 two ends, described all frames comprise column 13 and the sash that is made of adjacent shaped steel or steel pipe, described end frame comprises top frame 12 and underframe 14, described top frame 12 comprises top frame 15 and the sash 16 that is made of adjacent shaped steel or steel pipe, described column 13 be positioned at described top frame 15 respective side under, be distributed with a plurality of sashes 17 that constitute by adjacent shaped steel or steel pipe on described all frames, on described main body steel frame, be installed with the protected apron 18 in the sash that is sealed on described top frame and all frames, described protected apron 18 is the metal protection plate, can directly be fixedly installed on sash 16 by welding, on 17 the inwall, in the sash 19 of underframe 14, be provided with the protected apron that is used to stop bulk building chip equally, on the inner surface of main body steel frame, be provided with the fireprotection layer 20 that extends along inner surface; Between described column 13 and described top frame 15, be connected with the damping, buffering assembly, to be two ends be fixedly connected on beam 101 on column correspondence upper end and the frame respectively by trip bolt with the damping, buffering assembly as shown in Figure 5, also be provided with the beam 101 that is used for damping, buffering in the junction of column and underframe, during concrete enforcement, also can adopt damping spring 103 as shown in Figure 6 to replace beam to use shock absorption buffering mechanism as.
As Fig. 7, Fig. 8, Fig. 9, Figure 10 shows that the structural representation of the utility model buffering vibration abatement embodiment 2, the difference of itself and embodiment 1 is: described protected apron is glass plate or the plastic plate 21 that is arranged on the sash, and described glass plate or plastic plate 21 are arranged on the sash by bolt; The top frame 25 of main body steel frame is a split-type structural, comprises left frame 23 and left frame 24, is provided with the frame buffer between on the left side frame 23 and the left frame 24, and this frame buffer can adopt beam 201 or damping spring.
During concrete enforcement, also can adopt pressing plate to press-fit fixed plastics plate or glass plate, pressing plate can be fixed on the main body steel frame by modes such as bolt or riveted joints.
As Figure 11, Figure 12 shows that the structural representation of the utility model buffering vibration abatement embodiment 3, the difference of itself and embodiment 1 and embodiment 2 is: the top frame among the embodiment 3 and the outside of all frames (with respect to the inner space of main body steel frame) all fixedly install the protective screening 31 that is useful on the capping sash, on underframe, also be provided with the protective screening 32 that is used to stop bulk building chip, as shown in figure 11, protective screening is the outside that covers sash, in the specific implementation, protective screening can be divided into fritter, be separately positioned in each sash; In the present embodiment, column 36 is a split-type structural, comprise upper pillar stand 33 and lower pillar stand 34, be provided with the beam 301 of useing the column buffer as between upper and lower column, the two ends of described beam are bolted to connection the corresponding end at upper and lower column respectively.
During concrete enforcement, protective screening can be selected wire lath for use, and wire lath can directly fixedly install on the sash or in the sash by welding, and also can wire lath be press-fited by pressing plate to be fixed on the sash.
During concrete enforcement, protective screening can adopt plastic wire or cotton brown net, and plastic wire or cotton brown net can press-fit it by pressing plate and be fixed on the sash, and pressing plate is fixedly installed on the main body steel frame by bolt or riveted joint or welding.
As Figure 13, Figure 14 shows that the structural representation of the utility model buffering vibration abatement embodiment 4, the difference of itself and above-mentioned 3 embodiment is: the netted overcoat of described main body steel frame upper cover sash is a protective grille 41, and described protective grille is arranged in each sash; Column in the utility model also is a split-type structural, but the column buffer between upper pillar stand 42 and the lower pillar stand 43 is a damping spring 401, and the two ends of described damping spring 401 are bolted to connection respectively on the corresponding end of upper and lower column.
During concrete enforcement, protective grille by laterally or vertically or the metal gusset that is welded in the sash of the two ends that intersect in length and breadth constitute, also can by laterally or vertically or the two ends that intersect in length and breadth constitute by the wooden gusset that pressing plate 63 is installed in the sash.
During concrete enforcement, also can prefabricated grid integral body, grid integral body comprises circumferential frame and is arranged on crisscross gusset on the circumferential frame.In use, finish grid is integral prefabricated earlier, then the grid overall fixed is arranged in the sash corresponding on the main body steel frame.
Cushion the structural representation of the embodiment 5 of vibration abatement as shown in figure 15 for the utility model, it is with above-mentioned 4 embodiment differences: be set with beam 55 by fastening bolt on the corresponding external surface that cooperates with building on the frame member 53 that constitutes the main body steel frame, the frame member 54 that constitutes the main body steel frame is fixedlyed connected with frame member 53.
Claims (10)
1. buffering vibration abatement, comprise main body steel frame by many frame members connections, this main body steel frame comprise be used for the room around the metope corresponding matching all frames and be located at the end frame of at least one end of all frames, described all frames comprise column and the sash that is made of adjacent shaped steel or steel pipe, described end frame comprises frame and the sash that is made of adjacent shaped steel or steel pipe, it is characterized in that: be installed with on the sash that is sealed on described end frame and all frames on described main body steel frame or protected apron in the sash or netted overcoat; At least one place between the frame of the external surface that is used for corresponding assembling with building on the main body steel frame, described column and described end frame, in described column and the described frame is provided with the damping, buffering assembly.
2. buffering vibration abatement according to claim 1 is characterized in that: described protected apron is for being installed in the metal sheet in the described sash or being installed in plastic plate or glass plate on the described sash by bolt by welding.
3. buffering vibration abatement according to claim 2 is characterized in that: described protected apron is that medial surface is the decorative panel of decorative cover.
4. buffering vibration abatement according to claim 1 is characterized in that: described netted overcoat is sealed on the described sash or protective screening in the sash or protective grille for what be installed with on the main body steel frame.
5. according to the buffering vibration abatement described in the claim 1, be characterised in that: described end frame comprises top frame and underframe, 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.
6. buffering vibration abatement according to claim 5, it is characterized in that: on the described frame corresponding to extending a body under the side direction of described column, described column corresponding end 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.
7. buffering vibration abatement according to claim 6 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.
8. according to the buffering vibration abatement described in the claim 7, it is characterized in that: 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.
9. according to any described buffering vibration abatement in the claim 5 to 8, it is characterized in that: described damping, buffering assembly is beam, damping spring, oil buffer.
10. buffering vibration abatement according to claim 9 is characterized in that: the inner surface of described main body steel frame is provided with the fireprotection layer that extends along inner surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201359729U CN201679110U (en) | 2010-03-20 | 2010-03-20 | Buffer anti-seismic device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201359729U CN201679110U (en) | 2010-03-20 | 2010-03-20 | Buffer anti-seismic device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201679110U true CN201679110U (en) | 2010-12-22 |
Family
ID=43344161
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201359729U Expired - Fee Related CN201679110U (en) | 2010-03-20 | 2010-03-20 | Buffer anti-seismic device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201679110U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102864851A (en) * | 2012-09-29 | 2013-01-09 | 盘业新 | Earthquake-proof disaster-reducing device for houses |
| CN104563282A (en) * | 2015-01-16 | 2015-04-29 | 广东建星建筑工程有限公司 | Integral constructing method of house body structure and wall structure and house |
| CN111005466A (en) * | 2018-06-26 | 2020-04-14 | 温州盖一机械有限公司 | Assembled friction energy dissipater and mounting method |
-
2010
- 2010-03-20 CN CN2010201359729U patent/CN201679110U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102864851A (en) * | 2012-09-29 | 2013-01-09 | 盘业新 | Earthquake-proof disaster-reducing device for houses |
| CN102864851B (en) * | 2012-09-29 | 2015-03-25 | 盘业新 | Earthquake-proof disaster-reducing device for houses |
| CN104563282A (en) * | 2015-01-16 | 2015-04-29 | 广东建星建筑工程有限公司 | Integral constructing method of house body structure and wall structure and house |
| CN111005466A (en) * | 2018-06-26 | 2020-04-14 | 温州盖一机械有限公司 | Assembled friction energy dissipater and mounting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2009228409A (en) | Walkway installation type disaster prevention shelter | |
| KR101867074B1 (en) | Seismic strengthening structure of pilotty structure building | |
| CN201679110U (en) | Buffer anti-seismic device | |
| CN201679265U (en) | Buffer anti-seismic building structure | |
| KR101489848B1 (en) | Structure for seismic-proofing opening parts by pretensioning to steel frame using wire rope, and construction method for the same | |
| CN201679262U (en) | Shockproof building structure | |
| KR102097234B1 (en) | Earthquake-Resistant construction window | |
| JP6538319B2 (en) | Door frame mounting structure and mounting method | |
| KR101587273B1 (en) | Soundproof facilities able buffering and easy repairing, and method for constructing this same | |
| CN110158879A (en) | A kind of assembled vibration damping stair of built-in bidirectional damper particle | |
| KR102130843B1 (en) | Seismic reinforcement concrete structure using steel braces with dampers | |
| KR101297794B1 (en) | Scaffolding system for seismic retrofit of building structures and seismic retrofit method using the same | |
| JP2009197398A (en) | Seismic control structure | |
| CN210483190U (en) | Built-in anti-seismic house | |
| JP3149194U (en) | Steel panel type seismic shelter | |
| CN201679109U (en) | Buffer shock protection device | |
| KR200470642Y1 (en) | Column structure for soundproofing | |
| KR101021317B1 (en) | A assembly type curtain wall module structure and construction method thereof | |
| JP5063210B2 (en) | building | |
| JP5892322B2 (en) | Installation structure of joinery frame on wall | |
| JP4427601B1 (en) | Suspended sound barrier construction | |
| JP5100253B2 (en) | building | |
| US11299902B2 (en) | Damping system utilizing space between stair chamber and inner building | |
| CN201679260U (en) | Earthquake-proof building structure | |
| CN201679261U (en) | Anti-seismic device |
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 |