CN1016883B - Non-collapsible antiseimic building - Google Patents
Non-collapsible antiseimic buildingInfo
- Publication number
- CN1016883B CN1016883B CN 90107491 CN90107491A CN1016883B CN 1016883 B CN1016883 B CN 1016883B CN 90107491 CN90107491 CN 90107491 CN 90107491 A CN90107491 A CN 90107491A CN 1016883 B CN1016883 B CN 1016883B
- Authority
- CN
- China
- Prior art keywords
- building
- shell wall
- collar tie
- tie beam
- wall
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a non-collapsed anti-seismic building, which is similar to a common tumbler toy. The non-collapsed anti-seismic building is composed of a first balance cabin, a second balance cabin, etc. The present invention thoroughly solves the fear of trouble of earthquakes in the rear for people and thoroughly solves the problem of unsafe house habitation for people, and the life safety of people is guaranteed. The building of the present invention has the advantage of wide application scope; furthermore, the present invention can be used for areas and places for resisting the earthquakes, typhoons, tsunamis, submergence of grounds, etc.
Description
The invention belongs to the building category, particularly be specifically designed to the not reverse mould building of antidetonation, international Patent classificating number is E04H9/02.
As everyone knows, earthquake is because a kind of natural phenomena that diastrophism causes, it brings great harm for human normal life and activity in production, generation for earthquake, the mankind still can not control it, even can not make earthquake prediction like clockwork, but people strive to find the method that can reduce the harm that earthquake brings always.Reported the building of multiple energy antidetonation in the prior art, just introduced a kind of earthquake proof construction as U.S. Pat-4.228.788, it becomes semicircle with the building bottom design, be placed on liquid (in water factory, when the external world has seismic forces, play cushioning effect by water, extruding part water is alleviated seismic forces thus.The subject matter of this building is because it build in waterborne, in any case building is subjected to the influence of seismic forces always, and there is moment of flexure, building also will be subjected to the influence of seismic forces inevitably, at existing at present " the not landing " building that much has shock resistance of Japan, so-called " not landing " building is exactly the building that does not directly contact with ground, 12 wire springs and " spacer " are installed between building and ground, " spacer " is to be formed by rubber and steel plate lamination, because building and ground are isolated, even earthquake takes place, also only can slowly wave and unlikely collapsing, this class building and purpose of the present invention are far apart.
The documents the most close with the present invention is U.S. Pat-3,916,578, it has at the bottom of the circular arc, at the middle part at the end one cover connector is arranged, link to each other with ground by link, there is a problem in it is to be fastenedly connected with ground, have power and moment of flexure inevitably, building still is subjected to the threat of soil fertility.
One of purpose of the present invention is that a kind of antidetonation of design is not fallen the building, and it can resist each other earthquake of level effectively.
Two of purpose of the present invention is that changing former building or building construction bottom and the earth crossing all is the problem of Plane intersects, and change building or house contact with the stratum and be the fixed end contact phenomena.
Three of purpose of the present invention is that building is designed to profile is the compound curve rotary body, contacts with ground to hinged, just contact.
Other advantages of the not building to withstand earthquake of falling shape structure of the present invention and feature will further describe by following accompanying drawing, and accompanying drawing only is used to illustrate the present invention, but can not limit the scope of the invention.
Fig. 1 is the outward appearance simplified schematic diagram of the not building to withstand earthquake of falling the shape.
Fig. 2 is the ground simplified schematic diagram of the not building to withstand earthquake of falling the shape.
Fig. 3 is the exterior sideview figure of the not building to withstand earthquake of falling the shape.
Referring to the outward appearance simplified schematic diagram of the not building to withstand earthquake of falling the shape of Fig. 1, symbol 1-30 and 41 represents first balance bunker (1) successively, and wall beam (2) couches, bottom collar tie beam (3), second balance bunker (4), spiral stairs (5), intermediolateral column (6), apron flashing collar tie beam (7), two layers of collar tie beam (8) are fanned trapezoidal plank building (9), two layers of window lintel (10), fan trapezoidal steel concrete junction plate (11), annular awl hat holder plate (12), coupling bolt (13), glass fiber reinforced plastic lunette (14), hollow pair glass steel pricker cap (16), central post (17), two layers of window hood plate (18), foundation collar tie beam (19), kitchen door (20), steel concrete shell wall (25), railing in the building (26), steel bar rod (27), turnbuckle screw (28), pilaster (29), glass wooden partition (30) and two layers of arc steel sash (41).
First balance bunker is to be the center with central post (17), by the wall beam that couches, and the space that the bottom constituted of shell wall.First balance bunker and second balance bunker play balanced action jointly, can fill out to put weight and come adjustment when seismic forces comes in the balance bunker that lid is arranged.
Second balance bunker, end face have steel concrete to fan trapezoidal cassette ceiling, the annular space that the bottom surface has couch wall beam and steel concrete diapire to surround, and this storehouse can be put counterbalance and when basement usefulness, be played balance, regulates not fall the effect in building.Spiral stairs can be made of steel concrete, and also available other material such as glass fiber reinforced plastic are done.
In Fig. 1, each parts is pressed shown position and is deployed, connection relation also as shown in the figure, those skilled in the art do not spend any creative work to make according to diagram, do not need any prompting at this, profile that what deserves to be mentioned is the building body is the compound curve rotary body, contacts with ground to hinged, i.e. contact, top is light, the bottom is heavy, and center of gravity concentrates on the steel concrete overall structure, makes the bottom face of building body and the hinged-support plane of steel concrete form hinged, the building body is regarded rigid body as, form a hinge with bearing, according to the principle of hinge non resistance moment of flexure, no matter seismic forces is for when where always the time, do the time spent in earthquake external force, moment building body run-off the straight, once the external force cancellation, the building automatically restores to original equilibrium state.Shape-designing is the fundamental figure starting point with the archimedes spiral, the reference book of the visible common building of computational methods aspect.
Referring to Fig. 2, this basis comprises hinged-support layer (38), hinged-support steel concrete backing plate (39), hinged-support rubble-mound foundation (40), (38) can select the solid matter plank for use, and plank boiled with pitch, completely spread three layers in plastics stone on the plank, prevent spillage bonding building body and basis, plank plays cushioning effect, and (38), (39), (40) three's ratio can be about 1: 2-4: between the 10-15.
Referring to the exterior sideview figure of the not reverse mould earthquake proof construction of Fig. 3, the building body is by rain cover (33), outdoor staircase (34), handrail (35), hoist cable (36) is crossed the guidance tape (37) and the external world and is communicated, and its mounting means is shown in the figure or the mounting means that can imagine of those skilled in the art.
At this, applicant's statement, accompanying drawing 1-3 has only enumerated a kind of embodiment of the present invention, according to design of the present invention, those skilled in the art can be made ten million variation, but as long as building and the earth are contacting, and its underpart is to be the formation of fundamental line with the archimedes curve, no matter what it makes on top changes, all should understand within the scope of the invention, see from above, building of the present invention is a circle, as a kind of scheme, building of the present invention height can be about ten meters.
The advantage that the present invention is compared with existing technology is:
1, changed at present the form that owned building in the world contact with the earth, therefore no matter seismic force is from where, and in moment, building of the present invention suffered moment of flexure is zero, and after the power elimination, building of the present invention is returned to reset condition at once.
2, building of the present invention is movably or permanent, when natural calamity takes place, because this building is lighter, be generally about 70-80 tons, when making, make in advance two parts, load onto respectively train fortune at the scene, simply with using safely after the connections such as bolt.
3, building of the present invention is suitable for extensively, can be used for antidetonation, and is Anti-Typhoon, tsunami, the zone such as land subsidence, place.
4, thoroughly solved the trouble and worry that people are afraid of earthquake, thoroughly solved the problem that people live safe house, guaranteed people's life security, under the situation that earthquake prediction does not reach a standard at present as yet, that the present invention seems is particularly important.
5, in the park or in the children's paradise, do the simulation vibrations in bottom of the building portion with motor, make the people experience the flavour of earthquake, prevent earthquake for people, epochmaking meaning is arranged.
Claims (3)
1, a kind of non-collapsible antiseimic building, comprise the wall beam (2) that couches, bottom collar tie beam (3), spiral stairs (5), intermediolateral column (6), glass fiber reinforced plastic lunette (14), central post (17), bottom lunette (23), interior door (22), railing in the building (26), it is characterized in that: profile is that the steel concrete shell wall (25) of compound curve rotary body is connected with hollow pair glass steel pricker cap (16) with coupling bolt (13) by annular awl hat holder plate (12), steel bar rod (27) is close to two ends of shell wall (25), and regulate with turnbuckle screw (28), the wall beam (2) that couches constitutes first balance bunker (1) with central post (17) and shell wall (25), wall beam (2) couches, floor (21) and shell wall (25) constitute second balance bunker (4), cassette ceiling (21) is put on bottom collar tie beam (3), its periphery rests respectively on the flap limit of the protrusion on the shell wall (25), the direct-connected shell wall of intermediolateral column (6), and be connected with indoor two layers of collar tie beam (24) and junction plate (11), one annular foundation collar tie beam (19) is arranged in the bottom of shell wall (25), fanning trapezoidal wood floor (9) places on two layers of collar tie beam (8) and the indoor two layers of collar tie beam (24), indoor two layers of collar tie beam (24) place on the intermediolateral column (16), the upper end of intermediolateral column (6) is connected with the trapezoidal steel concrete junction plate of fan (11), and the other end of junction plate (11) is connected with shell wall (25).
2, non-collapsible antiseimic building as claimed in claim 1 is characterized in that this building is placed directly on the basis, and this basis comprises hinged-support bed course (38), hinged-support steel concrete backing plate (39), hinged-support rubble-mound foundation (40).
3, non-collapsible antiseimic building as claimed in claim 1 is characterized in that the building body by rain cover (33), outdoor staircase (34), and handrail (35), hoist cable (36) is crossed the guidance tape (37) and the external world and is communicated.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 90107491 CN1016883B (en) | 1990-09-10 | 1990-09-10 | Non-collapsible antiseimic building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 90107491 CN1016883B (en) | 1990-09-10 | 1990-09-10 | Non-collapsible antiseimic building |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1049889A CN1049889A (en) | 1991-03-13 |
CN1016883B true CN1016883B (en) | 1992-06-03 |
Family
ID=4880568
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 90107491 Expired CN1016883B (en) | 1990-09-10 | 1990-09-10 | Non-collapsible antiseimic building |
Country Status (1)
Country | Link |
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CN (1) | CN1016883B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101654962B (en) * | 2008-10-23 | 2014-07-30 | 邹海 | Antiseismic building |
CN103816618B (en) * | 2011-01-18 | 2017-04-12 | 邹海 | Multifunctional rotary life-saving apparatus |
CN102140858B (en) * | 2011-01-18 | 2013-10-23 | 邹海 | Multifunctional rotating life-saving device |
CN103816624B (en) * | 2011-01-18 | 2017-01-11 | 邹海 | Multifunctional rotary life-saving apparatus |
CN102864849A (en) * | 2011-07-04 | 2013-01-09 | 叶盛东 | Earthquake-resistant building |
CN106930588B (en) * | 2015-12-29 | 2019-08-02 | 广州瓦房生物科技有限公司 | Cone chevron building structure |
-
1990
- 1990-09-10 CN CN 90107491 patent/CN1016883B/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
CN1049889A (en) | 1991-03-13 |
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