CN201687080U - Anti-seismic low-carbon building structure - Google Patents
Anti-seismic low-carbon building structure Download PDFInfo
- Publication number
- CN201687080U CN201687080U CN2010200103679U CN201020010367U CN201687080U CN 201687080 U CN201687080 U CN 201687080U CN 2010200103679 U CN2010200103679 U CN 2010200103679U CN 201020010367 U CN201020010367 U CN 201020010367U CN 201687080 U CN201687080 U CN 201687080U
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- platform
- standpipe
- footing
- collar tie
- tie beam
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Abstract
The utility model provides an anti-seismic energy-saving and emission-reduction building structure. The problem to be solves is as follows: at present, the building structures at home and abroad resist the seismic wave impact through the measure of killing with hardness. The key points of the anti-seismic low-carbon building structure are as follows: the building structure comprises a stylobate casing-pipe pile feet array basic platform, a main-body frame and a roof frame; the upper surface and the lower surface of the platform are provided with a plurality of pile feet which are arranged along the edge of the platform; each pile foot on the lower surface of the platform is inserted into a pile-foot seat channel and abuts against the upper surface of a movable pile foot. The roof frame comprises floating rafts, purlins and rafters; the lower surface of the floating rafts is provided with a plurality of pile feet. For the frame, a plurality of stand pipes are fixed on a frame ring beam, the stand pipes correspond to the pile feet and are inserted into the stand pipes, and two damping devices are installed in the stand pipes. The anti-seismic energy-saving and emission-reduction building structure resists earthquake through the rigid-flexible measure.
Description
Technical field
The utility model relates to a kind of building structure, specifically is the building structure with function of seismic resistance.
Background technology
Current building structure both domestic and external is all based on steel concrete and brick, improve the shock resistance of building, be still and realize by the whole steadiness that improves building structure, and the whole steadiness that improves building structure is realized by consuming a large amount of constructional materialss, promptly uses " firm with firm gram " measure to resist the impact of seismic wave.Though the mankind have known that the consumption of constructional materials is directly proportional with the grade of resisting earthquake, but human the two corresponding relation also not fully aware of in amount, also the zone that can't predict an earthquake, grade and time of origin use the consumption of constructional materials to have certain blindness.When the earthquake shock collapse that the too small meeting of the consumption of constructional materials is happened suddenly building, bring massive losses for human life and property; Excessive and when having substantially exceeded the ability of resisting earthquake when the consumption of constructional materials, or when earthquake not taking place, use excessive constructional materials not meet the trend of world today's low-carbon (LC), heavy damage the natural environment of human survival.
Summary of the invention
For solving the problems of the technologies described above, the purpose of this utility model is to provide a kind of building structure of antidetonation low-carbon (LC) of hard and soft combination.
The purpose of this utility model is achieved in that it is made up of stylobate formula sleeve pipe footing battle array basic platform, main body frame and roof framework;
Said stylobate formula sleeve pipe footing battle array basic platform is, platform top and below several footings are arranged, footing above the platform is arranged along the edge of platform, footing below the platform is matrix distribution, each footing inserts an interior pipe that is in the convex shape sleeve pipe below the platform, the outer wall of convex shape sleeve pipe coats elastomeric material, around the footing and between the interior pipe, pipe is provided with elastomeric material all around and between the outer tube in the sleeve pipe, platform falls on inner pipe, the flexible pipe plug of interior pipe end opening, interior tube chamber and outer tube bore bottom are full of ground and (comprise soil, rock, rubble, concrete etc.), above-mentioned elastomeric material make footing and platform can absorb from up and down the fluctuation and about swing;
Said roof framework is made up of circle buoyant raft, purlin and rafter, several footings is arranged below the buoyant raft;
Said main body frame is, insert respectively in the hole of the upper and lower collar tie beam of framework the top and bottom of several standpipes, standpipe and the eyelet welding of framework collar tie beam connect fixing, have one (layer) middle collar tie beam between the upper and lower collar tie beam of main body frame at least, are fixed on several standpipes.(layer) number of middle collar tie beam is directly proportional with the height of building;
The footing of standpipe, the footing above the platform and buoyant raft is corresponding on quantity and position, and the footing above the platform is inserted in the standpipe from the end opening of standpipe, and the footing below the buoyant raft is inserted in the standpipe from the suitable for reading of standpipe.
On said structure, use with string as major ingredient, have the wallboard of voided layer and insulation layer, constitute light body building.
Compared with prior art, the beneficial effects of the utility model are: its platform is not set directly on the ground, but be arranged on the sleeve pipe by footing, three parts are that stylobate formula sleeve pipe footing battle array basic platform, main body frame are connected with roof framework is non-rigid, but the assembling of pegging graft.When earthquake produced laterally seismic wave, the gap between the elastomeric material below platform, footing and the standpipe absorbed; When earthquake produces longitudinally seismic wave, absorb, reduced seismic wave and transmitted, alleviate the seismic wave reaction of structure top, prevent that structural collapse from causing disaster to structure top by the moving of footing that is inserted in the standpipe.
Description of drawings
Further specify the utility model below in conjunction with accompanying drawing.
Fig. 1 is building structure general illustration (for clear of figure illustrates an eccentric bracing frame, other omits).
Fig. 2 is the decomposing schematic representation of middle collar tie beam and post standpipe.
Fig. 3 is the structural representation that each footing inserts sleeve pipe.
The specific embodiment
Referring to Fig. 1, it is made up of stylobate formula sleeve pipe footing battle array basic platform 3, main body frame 2 and roof framework 1;
Said stylobate formula sleeve pipe footing battle array basic platform is, several footings 31 are arranged above the platform 32, edge along platform is arranged, footing 33 below the platform is matrix distribution, referring to Fig. 3, each footing inserts an interior pipe 36 that is in the convex shape sleeve pipe below the platform, the outer wall of convex shape sleeve pipe coats elastomeric material such as plastic cement 37, around the footing and between the interior pipe, pipe is provided with elastomeric material such as spring 34 all around and between the outer tube 38 in the sleeve pipe, the flexible pipe plug 30 of interior pipe end opening, interior tube chamber and outer tube bore bottom are full of ground 39, and platform falls on inner pipe, the flexible pad 35 in footing 33 bottoms drops on the ground.Be located at horizontal and vertical elastomeric material make footing and platform can absorb respectively from about swing and up and down the fluctuation;
Said roof framework is made up of buoyant raft 11, purlin 12 and rafter 13, several footings 14 is arranged below the buoyant raft;
Said main body frame is, several standpipes 24, their top and bottom are inserted in the hole of collar tie beam 21 on the framework respectively and in the hole of lower ring beam 23, standpipe and the eyelet welding of framework collar tie beam connect fixing, standpipe can be the section bar of Any shape, present embodiment adopts square tube, the standpipe that wherein is arranged in four corners is the post 241 of building structure, on the main body frame, lower ring beam is a channel-section steel, one (layer) middle collar tie beam 22 is arranged between collar tie beam on the main body frame and lower ring beam, middle collar tie beam adopts square tube, its sectional area is less than standpipe, the mode that middle collar tie beam is fixed on several standpipes is to pass several standpipes successively, the mode that collar tie beam is fixed on the post standpipe wherein is (referring to Fig. 2), and middle collar tie beam 22 adopts tenons 222 to cooperate with the mortise 242 of post standpipe 241, and adds headblock fill in mortise on tenon, to improve the elasticity of the two combination, effective absorbing vibration.By standpipe and on, middle collar tie beam and standpipe and in, in several rectangles of constituting of lower ring beam, the eccentric bracing frame 25 of herringbone is set in each rectangle.
Standpipe, the footing above the platform and the footing on the buoyant raft are corresponding on quantity and position, footing is inserted in the standpipe from the end opening of standpipe above the platform, footing is inserted in the standpipe from the suitable for reading of standpipe below the buoyant raft, wherein between the widthwise edge of post standpipe and buoyant raft, vertical limit and eaves 111 bracing frame is set respectively, this bracing frame and post standpipe constitute triangular support bracket respectively.
Claims (3)
1. building structure that earthquake-proof energy-saving reduces discharging, it is characterized in that: it is made up of stylobate formula sleeve pipe footing battle array basic platform, main body frame and roof framework;
Said stylobate formula sleeve pipe footing battle array basic platform is, platform top and below several footings are arranged, the footing above the platform is arranged along the edge of platform; Footing below the platform is matrix distribution, each footing below the platform inserts an interior pipe that is in the convex shape sleeve pipe, the outer wall of convex shape sleeve pipe coats elastomeric material, footing around and interior pipe between, in the sleeve pipe in pipe around and outer tube between elastomeric material is set, platform falls on inner pipe, the flexible pipe plug of interior pipe end opening, interior tube chamber and outer tube bore bottom are full of ground;
Said roof framework is made up of circle buoyant raft, purlin and rafter, several footings is arranged below the buoyant raft;
Said main body frame is, insert respectively in the hole of the upper and lower collar tie beam of framework the top and bottom of several standpipes, standpipe and the eyelet welding of framework collar tie beam connect fixing, collar tie beam in the middle of between the upper and lower collar tie beam of main body frame, having one at least, be fixed on several standpipes, the number of middle collar tie beam is directly proportional with the height of building;
The footing of standpipe, the footing above the platform and buoyant raft is corresponding on quantity and position, and the footing above the platform is inserted in the standpipe from the end opening of standpipe, and the footing below the buoyant raft is inserted in the standpipe from the suitable for reading of standpipe.
2. the building structure that reduces discharging according to the described earthquake-proof energy-saving of claim 1 is characterized in that: the flexible pad in footing bottom below platform, drop on the ground, around the footing and between the interior pipe, in the sleeve pipe pipe around and between the outer tube spring is set.
3. the building structure that reduces discharging according to claim 1 or 2 described earthquake-proof energy-savings, it is characterized in that: said standpipe is a square tube, the standpipe that wherein is arranged in four corners is the post of building structure, on the said main body frame, lower ring beam is channel-section steel, collar tie beam in the middle of between collar tie beam on the main body frame and lower ring beam, having one, middle collar tie beam is a square tube, its sectional area is less than standpipe, the mode that middle collar tie beam is fixed on several standpipes is to pass several standpipes successively, the mode that wherein middle collar tie beam is fixed on the post standpipe is that middle collar tie beam adopts tenon admittedly, the post standpipe adopts mortise to cooperate, and adds headblock fill in mortise on tenon; By standpipe and on, middle collar tie beam and standpipe and in, in several rectangles of constituting of lower ring beam, the eccentric bracing frame of herringbone is set in each rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010200103679U CN201687080U (en) | 2010-01-21 | 2010-01-21 | Anti-seismic low-carbon building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010200103679U CN201687080U (en) | 2010-01-21 | 2010-01-21 | Anti-seismic low-carbon building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201687080U true CN201687080U (en) | 2010-12-29 |
Family
ID=43375365
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010200103679U Expired - Lifetime CN201687080U (en) | 2010-01-21 | 2010-01-21 | Anti-seismic low-carbon building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201687080U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101769086B (en) * | 2010-01-21 | 2011-09-07 | 杨众达 | Earthquake resistant building structure with low carbon emission |
| CN102979182A (en) * | 2012-12-11 | 2013-03-20 | 上海市机械施工有限公司 | Ring beam connecting device |
| CN110424247A (en) * | 2019-08-09 | 2019-11-08 | 重庆交通大学 | Lock shape vibration absorber for arch bridge |
-
2010
- 2010-01-21 CN CN2010200103679U patent/CN201687080U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101769086B (en) * | 2010-01-21 | 2011-09-07 | 杨众达 | Earthquake resistant building structure with low carbon emission |
| CN102979182A (en) * | 2012-12-11 | 2013-03-20 | 上海市机械施工有限公司 | Ring beam connecting device |
| CN102979182B (en) * | 2012-12-11 | 2015-01-28 | 上海市机械施工集团有限公司 | Ring beam connecting device |
| CN110424247A (en) * | 2019-08-09 | 2019-11-08 | 重庆交通大学 | Lock shape vibration absorber for arch bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20101229 Effective date of abandoning: 20100121 |