CN1049889A - Non-collapsible antiseimic building - Google Patents

Abstract

The present invention is a kind of non-collapsible antiseimic building, it is similar to common tumbler, form by first balance bunker and second balance bunker etc., use them thoroughly to solve the trouble and worry that people are afraid of earthquake, thoroughly solved the problem that people live safe house, guaranteed people's life security, building of the present invention is widely applicable, can be used for zones such as antidetonation, Anti-Typhoon, tsunami, land subsidence, the place.

Description

Non-collapsible antiseimic building

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 half garden shape with the building bottom design, be placed in the liquid (as water), 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 that in any case building is subjected to the influence of seismic forces always, and exists moment of flexure, building also will be subjected to the influence of seismic forces inevitably because it build in waterbornely.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 away at a distance of base.

The documents the most close with the present invention is U.S. Pat-3,916,578, it has a garden arcuate bottom, 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 seismic forces.

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 room layer 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 advantage of non-collapsible antiseimic building 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 place restrictions on scope of the present invention.

Fig. 1 is the outward appearance simplified schematic diagram of not reverse mould earthquake proof construction.

Fig. 2 is the ground simplified schematic diagram of not reverse mould earthquake proof construction.

Fig. 3 is the exterior sideview figure of not reverse mould earthquake proof construction.

Referring to the outward appearance simplified schematic diagram of the not reverse mould earthquake proof construction of Fig. 1, symbol 1-30 and 41 represents first balance bunker successively, the wall beam that couches, the bottom collar tie beam, second balance bunker, spiral stairs, intermediolateral column, the apron flashing collar tie beam, two layers of collar tie beam are fanned trapezoidal wood floor, two layers of window lintel are fanned trapezoidal steel concrete junction plate, annular awl hat holder plate, coupling bolt, glass fiber reinforced plastic lunette, hollow pair glass steel pricker cap, central post, two layers of window hood plate, foundation collar tie beam, kitchen door, the steel concrete shell wall, railing in the building, steel bar rod, turnbuckle screw, pilaster, glass wooden partition and two layers of arc steel sash.

First balance bunker is to be the center with central post 17, by the space that the bottom constituted of couch wall beam, shell wall.First balance bunker and second balance bunker play balanced action jointly, can fill out to put weight and come adjustment when weight or seismic forces come in the balance bunker that lid is arranged.

Second balance bunker, end face have steel concrete to fan trapezoidal cassette ceiling, and there is the annular space of couch wall beam and steel concrete diapire circle one-tenth the bottom surface, and this storehouse can be put counterbalance and be worked as basement usefulness, play balance, regulate 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 of Polypropylence Sheets 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, and all should understand within the scope of the invention.See that 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 original state 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, give and make earlier 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 (6)

1, a kind of not reverse mould earthquake-resistant building structure is characterized in that: by first balance bunker (1), 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 wood floor (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 is fanned trapezoidal cassette ceiling (21), interior door (22), bottom arc steel sash (23), indoor two layers of collar tie beam (24), 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) constitute.

2, not reverse mould earthquake-resistant building structure as claimed in claim 1, it is characterized in that this building is placed on the basis in the mode of the loose formula of freedom, this basis comprises hinged-support bed course (38), hinged-support steel concrete backing plate (39), hinged-support rubble-mound foundation (40).

3, not reverse mould earthquake-resistant building structure as claimed in claim 1: it is characterized in that the building body 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.

4, not reverse mould earthquake-resistant building structure as claimed in claim 1, the profile that it is characterized in that the building body is the compound curve rotary body, contacts with ground to be hinged (some contact), and top is light, and the bottom is heavy, and center of gravity concentrates on the steel concrete overall structure.

5, not reverse mould earthquake-resistant building structure as claimed in claim 1 is characterized in that being applicable to antidetonation, and is Anti-Typhoon, underground depression.

6, not reverse mould earthquake-resistant building structure as claimed in claim 1 is characterized in that it being movably or permanent.