CN201679262U - Shockproof building structure - Google Patents
Shockproof building structure Download PDFInfo
- Publication number
- CN201679262U CN201679262U CN2010201359682U CN201020135968U CN201679262U CN 201679262 U CN201679262 U CN 201679262U CN 2010201359682 U CN2010201359682 U CN 2010201359682U CN 201020135968 U CN201020135968 U CN 201020135968U CN 201679262 U CN201679262 U CN 201679262U
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- main body
- steel frame
- sash
- body steel
- antiseismic
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Abstract
The utility model discloses a shockproof building structure which includes a room of a reinforced concrete structure or a brick-concrete structure; a shockproof device is arranged in the room and includes a main steel framework formed by connecting profile steels or steel tubes; the main steel framework includes surrounding frames used to be corresponding matched with the wall surfaces surrounding the room as well as end frameworks arranged on at least one end of the surrounding frame; sashes formed by a plurality of neighboring profile steels or steel tubes are arranged on the end frameworks and the surrounding frames; and netty protective layers sealed on or in the sashes are fixedly arranged on the main steel framework. The netty protective layers additionally arranged on the main steel framework can effectively prevent large building scraps falling off during earthquakes from falling into the inside of the main steel framework. The shockproof building structure has a simple structure, and is additionally provided with the netty protective layers in the original shockproof device and shockproof building system, which does not need to reconstruct the original shockproof device and shockproof building structure, thereby reaching the purpose of realizing secondary protection.
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 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.
The utility model content
The purpose of this utility model provides a kind of antiseismic structure structure, uses the utility model can effectively prevent to rock or bulk building chip that collapsed building dropped constitutes danger to the people and property of vibration abatement inside.
The technical scheme of the utility model antiseismic structure structure is: a kind of antiseismic structure structure, the room that comprises reinforced concrete structure or brick mix structure, in described room, vibration abatement is installed, described vibration abatement comprises the main body steel frame that is formed by shaped steel or steel pipe connection, described 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, on described end frame and all frames, be distributed with a plurality of sashes that constitute by adjacent shaped steel or steel pipe, be installed with on the described main body steel frame and be sealed on the described sash or the netted overcoat in the sash.
Described netted overcoat for be installed in by welding described main body steel frame circumferentially and the wire lath outside the sash at top.
Described netted overcoat for be installed in by pressing plate described main body steel frame circumferentially and the protective screening outside the sash at top.
Described netted overcoat is for being installed in the wire lath in the described sash by welding.
Described netted overcoat is for being installed in the protective screening in the described sash by pressing plate.
Described netted overcoat is served as reasons laterally or the two ends that intersect vertically or in length and breadth are welded on the protective grille that the metal gusset in the described sash constitutes.
Described netted overcoat is served as reasons laterally or the two ends that intersect vertically or in length and breadth are installed in the protective grille that the wooden gusset in the described sash constitutes by pressing plate.
Described main body steel frame comprises the underframe with the room floor snug fit, is installed with the netted overcoat that is used for the described underframe of capping on this underframe.
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, leaves window and doorway corresponding to window frame mouth on the described main body steel frame and doorframe mouth on the described netted overcoat.
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: install the bulk building chip that drops when netted overcoat can effectively prevent earthquake additional and fall into main body steel frame inside on the sash of main body steel frame.The utility model is simple in structure, adds netted overcoat in original vibration abatement and antiseismic structure system, need not transform original vibration abatement and antiseismic structure structure again, thereby reaches the purpose that realizes second protection.
With protective screening be arranged on the main body steel frame circumferentially and top outer 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.
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 the structural representation of antiseismic structure structure (protecting wire net of setting up defences on the main body steel frame);
Fig. 2 is the structural representation of vibration abatement (protecting wire net of setting up defences on the main body steel frame) embodiment 1;
Fig. 3 is the structural representation of vibration abatement (protecting wire net of setting up defences on the main body steel frame) embodiment 2;
Vibration abatement top mount structure schematic diagram when Fig. 4 is cotton brown net or plastic wire for the protective screening among the embodiment 2;
Fig. 5 is the A-A sectional view among Fig. 4;
Fig. 6 is the structural representation of antiseismic structure structure (set up defences on the main body steel frame and protect grid);
Fig. 7 is the structural representation of vibration abatement (set up defences on the main body steel frame and protect grid) embodiment 3;
Fig. 8 is the structural representation of vibration abatement (set up defences on the main body steel frame and protect grid) embodiment 4;
Fig. 9 is the vertical view of Fig. 8;
Figure 10 is the B-B sectional view among Fig. 9;
Figure 11 is a grid overall structure schematic diagram.
The specific embodiment
As Fig. 1 is the structural representation of antiseismic structure structure (protecting wire net of setting up defences on the main body steel frame), a kind of antiseismic structure structure, the room 1 that comprises reinforced concrete structure or brick mix structure, in room 1, install and be provided with vibration abatement 2, described vibration abatement 2 comprises the main body steel frame 3 that is formed by shaped steel or steel pipe connection, on main body steel frame 3, be set with protective screening 4, the 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, and described protective screening 4 leaves window and the doorway corresponding to window frame mouth on the described main body steel frame and doorframe mouth.
Be illustrated in figure 2 as the structural representation of vibration abatement (protecting wire net of setting up defences on the main body steel frame) embodiment 1, vibration abatement comprises the main body steel frame 21 that is formed by shaped steel or steel pipe connection, main body steel frame 21 comprise be used for the room around the metope corresponding matching all frames 24 and be arranged on the top frame 23 and the underframe 27 at all frames two ends, on described top frame 23 and all frames 24, be distributed with a plurality of sashes that constitute by adjacent shaped steel or steel pipe, all fixedly installing the netted overcoat that is useful on the capping sash in the outside (with respect to main body steel frame inner space) of described top frame 23 and all frames 24 is protective screening 22, leave window 25 and doorway 26 corresponding to the window frame mouth and the doorframe mouth of described main body steel frame on this protective screening 22, protective screening 22 can adopt wire lath or plastic wire or cotton brown net.
During concrete enforcement, also be provided with the protective screening that is used to stop the bulk metal chip on the underframe 27, protective screening can adopt wire lath or plastic wire or cotton palm fibre net etc.
During concrete enforcement, wire lath can be fixedly installed on the main body steel frame by welding or screw ways of connecting; Plastic wire or cotton brown net then can press-fit it by pressing plate and be fixed on the main body steel frame.
Be illustrated in figure 3 as the structural representation of vibration abatement (protecting wire net of setting up defences on the main body steel frame) embodiment 2, the difference of itself and embodiment 1 is: protective screening 32 fixedly installs in the sash 31 that is made of adjacent shaped steel or steel pipe that distributes on all frames and the top frame.
During concrete enforcement, protective screening 32 can be wire lath, as shown in Figure 3, the periphery of wire lath can be installed on the sash 31 by welding; Wire lath also can be fixedly installed on sash by pressing plate.
As Fig. 4, vibration abatement top mount structure signal when Figure 5 shows that protective screening among the embodiment 2 is cotton brown net or plastic wire, protective screening 32 can be plastic wire or cotton brown net, the periphery of plastic wire or cotton palm fibre net is installed in the sash 31 by pressing plate 33, and pressing plate 33 is fixedly installed on the sash by bolt or riveted joint or welding.
As shown in Figure 5, on the inner surface of main body steel frame 21, be provided with the fireprotection layer 35 that extends along inner surface.
The structural representation of antiseismic structure structure (set up defences on the main body steel frame and protect grid) as shown in Figure 6, the difference of anticipating shown in itself and Fig. 1 is: the netted overcoat that is provided with on the main body steel frame is a protective grille 6.
As Fig. 7 is the structural representation of vibration abatement (set up defences on the main body steel frame and protect grid) embodiment 3, the protective grille 61 be installed in the sash is set on the main body steel frame, protective grille 61 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.
Fig. 8, Fig. 9, Figure 10 are the structural representation of vibration abatement (set up defences on the main body steel frame and protect grid) embodiment 4, the difference of itself and embodiment 3 is: protective grille 62 is Wood grille, wooden protective grille 62 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.
As shown in figure 10, be provided with the fireprotection layer 64 that extends along inner surface equally on the inner surface of same main body steel structure frame in embodiment 4.
During concrete enforcement, also can adopt grid overall structure as shown in figure 11, grid integral body comprises circumferential frame 70 and the crisscross gusset that is arranged on the circumferential frame 70, 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.
During concrete enforcement, the main component shaped steel or the steel pipe that constitute main body steel frame 21 can replace with other metals, as alloy aluminium or titanium metal material etc., can under the prerequisite that guarantees protection intensity, further reduce the overall weight of vibration abatement in the utility model like this.
Claims (9)
1. antiseismic structure structure, the room that comprises reinforced concrete structure or brick mix structure, in described room, vibration abatement is installed, described vibration abatement comprises the main body steel frame that is formed by shaped steel or steel pipe connection, described 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, on described end frame and all frames, be distributed with a plurality of sashes that constitute by adjacent shaped steel or steel pipe, it is characterized in that: be installed with on the described main body steel frame and be sealed on the described sash or the netted overcoat in the sash.
2. antiseismic structure structure according to claim 1 is characterized in that: described netted overcoat for be installed in by welding described main body steel frame circumferentially and the wire lath outside the sash at top.
3. antiseismic structure structure according to claim 1 is characterized in that: described netted overcoat for be installed in by pressing plate described main body steel frame circumferentially and the protective screening outside the sash at top.
4. antiseismic structure structure according to claim 1 is characterized in that: described netted overcoat is for being installed in the wire lath in the described sash by welding.
5. antiseismic structure structure according to claim 1 is characterized in that: described netted overcoat is for being installed in the protective screening in the described sash by pressing plate.
6. antiseismic structure structure according to claim 1 is characterized in that: described netted overcoat is served as reasons laterally or the two ends that intersect vertically or in length and breadth are welded on the protective grille that the metal gusset in the described sash constitutes.
7. antiseismic structure structure according to claim 1 is characterized in that: described netted overcoat is served as reasons laterally or the two ends that intersect vertically or in length and breadth are installed in the protective grille that the wooden gusset in the described sash constitutes by pressing plate.
8. according to any described antiseismic structure structure in the claim 1 to 7, it is characterized in that: 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, leaves window and doorway corresponding to window frame mouth on the described main body steel frame and doorframe mouth on the described netted overcoat.
9. antiseismic structure structure according to claim 8 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 |
|---|---|---|---|
| CN2010201359682U CN201679262U (en) | 2010-03-20 | 2010-03-20 | Shockproof building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201359682U CN201679262U (en) | 2010-03-20 | 2010-03-20 | Shockproof building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201679262U true CN201679262U (en) | 2010-12-22 |
Family
ID=43344312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201359682U Expired - Fee Related CN201679262U (en) | 2010-03-20 | 2010-03-20 | Shockproof building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201679262U (en) |
Cited By (5)
| 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 |
| CN102926575A (en) * | 2012-11-15 | 2013-02-13 | 北京筑福建设工程有限责任公司 | Concrete structured or masonry structured quake-proof house |
| CN104110079A (en) * | 2014-07-11 | 2014-10-22 | 武汉理工大学 | Composite wall combining lattice light-steel frame and lightweight concrete masonry |
| CN104675173A (en) * | 2015-02-04 | 2015-06-03 | 高留中 | Integral sheltering bedroom |
| CN106522635A (en) * | 2016-12-23 | 2017-03-22 | 大庆华凯石油化工设计工程有限公司 | anti-seismic danger-prevention escape room in building |
-
2010
- 2010-03-20 CN CN2010201359682U patent/CN201679262U/en not_active Expired - Fee Related
Cited By (8)
| 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 |
| CN102926575A (en) * | 2012-11-15 | 2013-02-13 | 北京筑福建设工程有限责任公司 | Concrete structured or masonry structured quake-proof house |
| CN102926575B (en) * | 2012-11-15 | 2015-09-09 | 北京筑福国际工程技术有限责任公司 | Concrete structure or houses with masonry structure anti-vibration house |
| CN104110079A (en) * | 2014-07-11 | 2014-10-22 | 武汉理工大学 | Composite wall combining lattice light-steel frame and lightweight concrete masonry |
| CN104110079B (en) * | 2014-07-11 | 2016-08-10 | 武汉理工大学 | The assembled wall that lattice light-gauge steel framework combines with light concrete masonry |
| CN104675173A (en) * | 2015-02-04 | 2015-06-03 | 高留中 | Integral sheltering bedroom |
| CN106522635A (en) * | 2016-12-23 | 2017-03-22 | 大庆华凯石油化工设计工程有限公司 | anti-seismic danger-prevention escape room in building |
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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 |