CN105545056B - A kind of earthquake, tsunami, superpower wind anti-structure entirely - Google Patents
A kind of earthquake, tsunami, superpower wind anti-structure entirely Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
- E04H9/145—Floods
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/40—Miscellaneous comprising stabilising elements
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
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- Architecture (AREA)
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- General Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
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Abstract
The building structure prevented entirely the invention discloses a kind of earthquake, tsunami, superpower wind and its method of construction, it is gradient ancient cooking vessel to change horizontal ancient cooking vessel, original is set to build, the middle balance of hanging down of base stress is vertical balance, using slope ancient cooking vessel as core, it is held by the balance setting fourth of the twelve Earthly Branches of stress, length cane wave absorption sledge holds ramp, level ground, beach dam, the specification limitation of its vertical balance.When the set energy of local gravitation accounts for leading, the main homeostasis built and stabilization in vitro are kept;When the not earthquake of set, tsunami, superpower wind are taken energy invasion is main to build when, this structure with close it is main build energy and stand firm, to it is super it is main build energy carry it is vertical, under slip, precipitate, You Po, fusion, dissipation.It stores in carrying stack, dissipates in vertical slip;It guides and supports in calamity is invaded, is returned in gravitation;It rids calamities in fortune is closed, lives forever in present beach.Stress is intervened with gravitation, in the inertia force of the earth and the active power of the earth.By the past complex wave of earthquake, the battle array gap of high wind, a skill solves more, unlimited to repeat, it is ensured that structure is to the main safeguard protection built in calamity.
Description
Technical field:Disaster-stricken field is built in introduction of the present invention, for earthquake, tsunami, superpower wind (using typhoon as all of core
Wind) damage is invaded to the energy efficiency of building, so that same technology (structure) and technique is created, eliminates its disaster loss with effect, and be repeated in
Effect successively in multiple times all eliminates various infringements.
It as building, on the structural mechanics of base division for former non-rigid structure, is only subjected to conduct oneself with dignity, is not subjected to structure resultant force,
Reinforcing bar is reduced in calamity holds structure stretching, greatly slows down the natural quality of metal fatigue, service life also this extension of building.
Background technology:This technology structure is former (201310465498.4) application for a patent for invention " shake civil engineering builds solution shake technology "
The progress of middle building " load division mechanism, ancient cooking vessel hold the fourth of the twelve Earthly Branches and float structure, and body, which hangs down, stabilizes technology " gos deep into and more new invention.
It is most suitable that this technology is equally directed to various concretes building.
Invention content:On the basis of preceding, the invention is held using slope ancient cooking vessel, the fourth of the twelve Earthly Branches, free wave absorption sledge is core, Yi Tanba,
The facilities such as Tan Ping, slope level ground are auxiliary, and it is (conjuncted) to cause wave absorption cane, and disappear (trip) wave sledge or shear force of frame sledge facility, makes this wave absorption sledge
Non-horizontal drift effect in the close perseverance in the fourth of the twelve Earthly Branches is same as the horizontal drift of (preceding) horizontal ancient cooking vessel.
This technology effect structure:When without calamity, building static load is fixed using the set energy (gravitation) of the earth, load
Each portion of division mechanism carries, and stablizes, evenly seat stands on set position and the situation on its beach.And when indefinite potential energy (earthquake,
Tsunami, high wind) it attacks, and when with energy intervening its structure and leading to unbalance, technical pattern of the invention intervenes stress with gravitation, entirely
Orientation, without leading phase, multi-angle, it is round-the-clock, repeat effect ground to the single-shots of various each secondary disasters, by turns, superposition and it is molten even solve, former
It is destroyed by a calamity to clear away out by caused by and originally build.To receive, store, precipitate in a manner of interaction etc. and the various energy of molten blending, finally by set
Energy (gravitation) is digested, is fused.It is wherein outstanding to (high wind) single-shot type, unilateral shape building, the stake of bridge, ancient cooking vessel, the fourth of the twelve Earthly Branches, goose engaging portion
It is good.(no echo calamity is invaded, and a beach is slipped from hanging down)
The structural construction illustrated in the present invention, the multiply reference of large area can shred the collecting and distributing filtering wind regime of wind resultant force, extenuate
Wind-force protects safety of the entire urban periphal defence in disaster caused by a windstorm, the especially highdensity and base of a fruit to hold wind, and flickering property is trembleed for strong
Suppression is raised in the convolution of air-flow, has higher weakened treatment for the degradation of entire disaster caused by a windstorm gas field degree.In close succession, building is certainly for science and technology
Outside rescuing, global solution calamity rescues city.
This technology equally use beginning Intervention mechanism, rid calamities actual effect from when foundation construction i.e. beginning, need not wait for building completion entirely
The mutual containing of comprehensive effect afterwards is completed.
To scheme skill:The present invention is from Figure of description, to build based structures as core, from being located in, upper and lower, seat
Left, center, right, seat to vertical sea and to sea, with regard to disaster-ridden kind of earthquake, tsunami, high wind etc., calamity to Xiang Hai, Xiang Lu, to the left, to the right
And its deduction under the initial of possible each calamity, intersection, superposition, parse the actual effect and the excellent length of technology of this structure.
One, an earthquake piece (hang down sea seat):Fig. 1, Fig. 2, Fig. 3 points are shown that each portion of building regards, composite diagram 4, built-loading division mechanism
Whole.
(Fig. 5 --- Figure 11), building side are launched by longitudinal wave at the building part that, earthquake is arrived in division, are transferred to other use to sky,
Fourth of the twelve Earthly Branches amount difference during difference caused by slope surface difference is held by ancient cooking vessel resists, and from being restrained by the vertical fourth of the twelve Earthly Branches is vertical, the space that master builds is risen for the slope of wave absorption sledge
From still according to level support shape rather than the poor shape in slope.
Vertical whole, master builds vertical falling, is slipped under the unbalanced rough slope property held by the fourth of the twelve Earthly Branches.
Shear wave arrives, and when in inland wave, and terrace Hai Xiangyou quivers, and main build accordingly is pushed to subtract step and accompany.
When returning Lu Boyou and quivering, it is main build by vertical force and slope ancient cooking vessel slope surface difference restrain it is in situ subtracts step, squeeze out slope surface ancient cooking vessel, the fourth of the twelve Earthly Branches, goose are transported
It is capable build, lotus space.
When shear wave is outer hypo, it is main build it is in situ subtracts step, load squeeze out build, base space.
It when returning hypo, builds with earthwave, main build moves to the next seat beach.
Master builds a beach, is the normality (Figure 11) of this technology structure.
In seat beach, (Figure 12 --- Figure 17) earthquake is arrived again, (this aftershock or again secondary earthquake are sent out again).In the next seat beach
Main building by longitudinal wave ejection, longitudinally rise from.
It is vertical eventually, the main vertical falling of building, indulge that the slope from is poor and fourth of the twelve Earthly Branches amount official post it is main to build rough flare poor, in the oblique cane of wave absorption sledge
Regression normotopia is planned, at former seat beach shape.
Earthquake centre off-lying sea China and foreign countries seaquake dissociates to originally building, and builds, locus beach is without ionized space, builds with fundamental wave and synchronizes trip
It walks.
Hypo arriving is returned, builds to synchronize with base slope surface and migrate.Only a small amount of free energy inertial spaces between base are built to release.
And earthquake centre is begun from inland, inland wave dissociate to originally build, base, this basal orientation off-lying sea is free, and dynamic master is pushed in the poor face of slope ancient cooking vessel
It builds and subtracts step with wave, make appropriate free.
When returning Lu Bo, trip base withdraws the remaining space to dissociate before it, pushes building to return front stall beach shape and halts.
High wind is come prior to earthquake, (Figure 18 --- Figure 24) it is main build be pushed into it is upper face stay.Earthquake at that time tightly accompanies, main
It build in and upper is bounced off by P wave.
Wave absorption sledge sinks when master builds sagging is accordingly slipped step by fourth of the twelve Earthly Branches layer resistance difference to slope paddy work.
When inland wave arrives at, master, which builds to subtract to walk with base, to dissociate.
When returning Lu Bo, main build is sunk by vertical resultant force, and extrusion is built, base swims step space, is made seat beach shape and is halted.
Outer hypo arrives at, and terrace is free to land, and main build is sunk by vertical resultant force, squeeze out in dissociating clutch up and down, left and right it is complete
Portion space, main build are dissociated everywhere.
And hypo arriving is returned, main build is close to trip base by the restriction of vertical resultant force and synchronizes outer trip, until earthquake terminates and seat beach.
Wherein, the main resultant force built hang down it is static in determine main point (close) the conjunction mechanism built and carry base, structure becomes vertical in clutch
With joint efforts, determine it is main build it is sagging in fortune close.When left and right is free, quality that the fourth of the twelve Earthly Branches is held, density determine build, the conjunction of base wave absorption sledge and the fourth of the twelve Earthly Branches
Interaction, the break-in of layer, become step, fortune close the exchange for only having energy and without acceleration, all energetic interactions only build hang down, base
Migration in the peak and valley triangle circle of (ancient cooking vessel) forms the interaction circle of energy each other.
The close permanent structure holding main level built in earthquake centre in the fourth of the twelve Earthly Branches is indulged hits from the left and right evaded in dissociating, the main homeostasis built
It is still hung down and is dominated by resultant force with stabilization in vitro.
Although this technology structure is changed in the empty abatement moved and is inferior in the conduction of seismaesthesia, the elimination of seismic wave, the main object built in earthquake centre
(preceding) horizontal ancient cooking vessel technology, solution are shaken essentially identical in effect.
An earthquake piece (to extra large seat):Figure 25, Figure 26, Figure 27 composite diagram 28, point show build, the form in base division combination (just
Position).
It is built to extra large seat in (Figure 29 --- Figure 33) seismic process of having deduced, resolution of the based structures to earthquake, fortune, which is closed, arrives slope ancient cooking vessel
The next seat beach.
(Figure 34 --- Figure 37), earthquake meet with the overall process of earthquake again in the next seat beach.
Figure 38 is originally built after by superpower wind or tsunami during upper mistake is faced and stayed partially.
(Figure 39 --- Figure 42), aftershock or again in secondary earthquake in earthquake, the shake of solution again of this technology structure repeats to imitate.
Figure 43 originally builds by irregular wind from original position, bias seat beach is lost in lower end.
(Figure 44 --- Figure 47), be originally built in it is unsceptered in arrive shake, earthquake centre is still safe and sound.
Figure 48 originally builds and implements this skill, transports and closes in calamity after earthquake calamity, voluntarily clears up n times, N, N kind earthquakes, in seat
In beach finally.
Two, a tsunami piece:The synthesis of earthquake is demonstrated one's courage and power, and building in this technology structure, base directs into the next seat beach, and because of shake
Cause tsunami in sea, invades again under this structure technology and build base.
(Figure 49 --- Figure 52), tsunami tide is arrived, and ancient cooking vessel holds the floating master in the fourth of the twelve Earthly Branches and builds, and slope ancient cooking vessel load master builds, and the energy for absorbing tsunami tide slips
Uplink is walked, main build in during resultant force of hanging down restricts supports wave, echo.
In tsunami except seawater is unrestrained build in addition to, originally build, base the slightest it is lossless.
Three, seashore oil, gas tank, nuclear power station chilled water tank, nuclear waste water basin save a piece from damage in calamity with technology:
Tank body building releases earthquake, tsunami, in high wind at it, base everywhere, build with sky, in n times combination object transposition move.These
Level energy conversion inputs in tank, leads to the free of tank liquid, closes the vertical, swelling of waves, hangs down and swash.At that time, wave change energy reacts on tank body
The former vertical vertical point of resultant force promotion, the displacement of resultant force of hanging down vertical line.It hangs down from body and stabilizes and raise sharp, secondary pulse homeostasis and body
Outer stabilization.
This structure technology hangs the width that floats, the floating width that floats in adding broken sea circle in tank.Boniness country fair, perfectly sound pool facility are added in tank outside.
The internal broken sea circle added hangs the width that floats, and the floating width that floats disappears the secondary pulse of energy input in no billows.
The umbrella frame country fair added in vitro is sewed all by external wind and wave, it is ensured that original is mobile to be continued.
Perfectly sound pool facility accepts the invasion of the energy outside all design flows, and tank is without wound, liquid is without leakage.
(to extra large seat) Figure 53, Figure 54 balances hazard-affected, energy of the order equilibrium distribution from disaster with technical matters.
It is different from light wall tank, inner tank wall sets broken sea circle, hangs the width that floats, the floating width that floats.
(Figure 55 --- Figure 58), in earthquake, solution that pot liquid is formed by seismic input wave it is free, close the vertical, swelling of waves,
Surge, by broken sea circle, hang the width that floats, the floating width that floats is eliminated in succession.
(hang down to sea seat) (Figure 59 --- Figure 64) solves calamity in sea tank calamity of hanging down.It is crossed in earthquake in tank body input pot liquid
Energy starts free, closes the vertical, swelling of waves, surge, by broken sea circle, hang the hindering of the width that floats, it is broken, close, disappear middle atrophy, disappear under the floating width that floats
It removes.
The extra large tank that hangs down is pushed away sharp displacement by Figure 65, Figure 66, the wave in tsunami, and vertical jump wave of the liquid in tank is hindered by broken sea circle
Gear, chopping lose conjunction and indulge power.Chopping wave floats lower polymerization in extension, Cheng Chuilang.It hangs down the secondary swelling of waves of wave, is broken sea circle, extension floats two
Secondary broken resistance, in the floating lower breath wave that floats.
Figure 67, broken sea circle that (surface) pot liquid wave is added hang the width that floats and hinder successively, is broken, close, disappearing, floating head, sealing in
Wave is ceased under the floating width that floats.
Figure 68 answers calamity to extra large umbrella frame country fair tank, all present tide, wind, is let out between umbrella frame without sharp property trip.
Figure 69, the extra large umbrella frame country fair tank that hangs down in perfectly sound pool structure face calamity and extra large tank tank planted agent's calamity of hanging down.
Figure 70, tank vault wall, umbrella frame are along conjuncted (structure) for answering calamity.
Figure 71, tank when hazard-affected is inside and outside conjuncted, and umbrella frame country fair structure answers calamity.
(earthquake, tsunami, the cyclone) of Figure 72, Figure 73, super design flow topple over tank body, and tank body inclines without ruining.Perfectly sound pool solution
The impact energy to disappear under tank body load-carrying, it is ensured that tank body is without wound and liquid without leaking.
Figure 74, calamity is answered in irregular boniness country fair to tank body outside.
Figure 75, the perfectly sound pool, which is faced to absorb in calamity, comes from irregular umbrella frame country fair impact energy, saves tank from damage without dieing young.
Calamity is answered in Figure 76, the outer graded umbrella frame country fair of tank body.
Figure 77 faces the perfectly sound pool in calamity and is absorbed successively from graded umbrella frame country fair impact energy.
Calamity is answered on Figure 78, the perfectly sound pool.
Figure 79, the plane regulation and control on the perfectly sound pool.
The perfectly sound pool and more country fair tank technical patterns include all disasters invasion energy, wave in capsule, by taking nuclear power station as an example, the mankind
Nuclear power source short of money is no longer probably adopted in core suffering by society.This technology will provide possibility thus.
Including all typhoons, hurricane, spout disaster caused by a windstorm.
Four, a superpower wind piece:Superpower wind is arrived, and is faced in calamity and is closed invasion originally from different wind directions, wind position, wind-force, resultant force wind, wind square
Master in technical pattern builds.
The load non-rigid structure of this structure technology, by hanging down, formula changes anti-formula stress.
It is single bearing to carry the master after hanging down and build double base, and resultant force hangs down strain into vertical resultant force.Vertical resultant force at this time is invisible
" windage Buddhist nun ", vertical power are the vertical multiples of former resultant force.
Wind moment reaches certain index according to wind square line, and wind energy is deposited in this technology structure.
The battle array gap of wind-force, master, which build differential in, flickers, carries stack, returns and hangs down in stream slips.Excessive wind energy, according to this in this knot
It precipitates, store in structure.
Non- only to take precautions against natural calamities, in southeastern coast, northwest orientation wind domain, this wind precipitation is can to adopt one of energy short of money.
Small high-rise (hang down sea seat):Figure 80 is supported to sea wind and is invaded, it is main build in carry to slip on base be butted on a beach beach position under step and halt.
Figure 81, resultant force wind surmount resultant force and hang down, and wind moment guides and supports main build according to wind square line is unilateral from the ancient cooking vessel of slope;Fourth of the twelve Earthly Branches stone, which is held, synchronizes sky
Between enter to fill out, it is floating to hold trip wave sledge.
Vertical resultant force surmounts wind moment, and resultant force, which is hung down, to be returned, and trip wave sledge is heavy to be moved, and fourth of the twelve Earthly Branches stone, which floats back into, to be held.
Figure 82 builds delivering wind energy to land wind to master, and main build to upper slips step.
Figure 83, main build are slipped supreme steric retardation and are stayed, lose stream and slip space.
Figure 84, resultant force wind surmount resultant force and hang down, and wind moment is according to wind square line, and unilateral to guide and support master and build, the throwing of trip wave sledge is floating as aforementioned.
Figure 85, vertical resultant force surmount wind moment.Resultant force hangs down, swims wave sledge, the fourth of the twelve Earthly Branches floats and holds recurrence.
The master for going through misfortune wave builds stream and slips back seat beach.
Small high-rise (to extra large seat):Figure 86 leads and builds so as to extra large shape seat beach, wind is to control to delivery of energy.
Figure 87, left wind arrive, and master builds horizontal drift to the right, until sledge ancient cooking vessel offsets.
Figure 88, resultant force wind surmount resultant force and hang down, and wind moment lifting resultant force is hung down.It after rising and falling several times, hangs down and is more than wind, main build back is hung down.
Figure 89, right wind passage master build, main when building trip step, at the same from it is upper in, bottom slip it is vertical, until sledge ancient cooking vessel offsets.
Figure 90, the main stream built slip, and the seat that extrusion is built between base is vacant, on lower beach cusp seat beach.
Figure 91, wind-force continue to increase, and resultant force wind surmounts resultant force and hangs down, and the unilateral projection of wind moment has been taken master and built, after rising and falling several times,
Hang down super wind, and master builds go back to vertical seat beach.
The number of plies of building increases, and main resultant force vertical (heart) of building rises with the wind.
Technical pattern builds external facility and base of a fruit structure main, and energy is promoted between two main bodys to draw without from supporting without joining, look at each other
Interaction.One resultant force wind, multiple resultant forces are hung down.
And base of a fruit facility is added, this structure is made to get twice the result with half the effort.
(to extra large seat) on the middle and senior level:Figure 92, it is main to build the combination of the phase base of a fruit.(Figure 93 --- Figure 99) each base of a fruit connects shape diagram meaning.
Figure 100 --- Figure 102) two masters build time wind-engaging, and main wind energy is directed in the ancient cooking vessel structure of slope and is precipitated.Pass through simultaneously base of a fruit phase
Support and draw again with wind energy and respectively interaction, balance, clutch, return and hang down, the commissure in a manner of mutually supporting.
And base of a fruit corridor can simultaneously and base of a fruit top, and top area increases, and from power handover, increases and supports area to each other and the knot base of a fruit is empty
Between, it improves and supports base of a fruit energy.
And base of a fruit top can singly be pushed up by main build between requirement is supported, while expanding top area, it improves and supports area power and knot base of a fruit plane product, carry
High base of a fruit top effect.
(hang down sea seat) (Figure 103 --- Figure 105) on the middle and senior level, two masters build sea time wind-engaging, and high-end wind energy is deposited to slope ancient cooking vessel
In, it offsets and draws again with wind energy in simultaneously base of a fruit corridor, interactively with each other, clutch, balance are returned and hung down.
(Figure 106 --- Figure 108), two masters build land face time wind-engaging, and high-end wind energy is deposited upon in the ancient cooking vessel of slope, offset, interact,
Clutch, balance are returned and are hung down.
In skyscraper, two masters build conjuncted, change and base of a fruit corridor is conjuncted shearing corridor, close two and build and is integrated, while can be according to need
It promotes corridor position and adds, reinforce conjuncted efficiency.It is shear force of frame sledge, enhancing ancient cooking vessel fourth of the twelve Earthly Branches binding force to change trip wave sledge simultaneously.Master is built
The stabilization of carrying.
High level (to extra large seat) Figure 109, high level, which is set up, holds wind.
High-rise (hang down sea seat), Figure 110, high level sets up facing the wind stress.
Apparent in order to illustrate, facing in calamity signal in figure sequence has hyperbole, and nothing has calamity state journey big as this in real life
Degree.
Filled arrows are that power imitates wave in figure, and hollow arrow is supurious wave in figure.
Specific implementation mode:
Specification:Design master builds;It designs disaster-stricken;Earthquake:(epicentral intensity, wavelength in default --- earthquake centre fortune close it is empty to.)
Superpower wind:(resultant force wind closes wind, wind resultant force, wind moment, the conjunction of wind square, hangs down with joint efforts, resultant force of hanging down again) tsunami:(tidal level height, impact energy,
Fortune closes square.) design flow container;(tank holds, tank hangs down, liquor ratio weight.) design cultivation base;(slope ancient cooking vessel, Po Ping, Tan Ping, Tan Ba, ancient cooking vessel be molten, cushion cap,
It swims slope ancient cooking vessel, fourth of the twelve Earthly Branches mark, sledge ancient cooking vessel fortune and closes space.) design attached build;(and base of a fruit corridor and the base of a fruit support, conjuncted shearing corridor.)
And base of a fruit corridor, to be more than corridor inner diameter values or more for radius, as arc tangent line, bearing surface can be amplified by being supported to the simultaneously base of a fruit, to face
Increase on demand when tangent and mutually supports and mutually pass energy.The tangent is offseted with full steel structure.Conjuncted corridor eminence can add on demand.
Wave absorption cane makes into swim wave sledge, and in cane bottom, connection sledge forms;For shear force of frame sledge in addition to above-mentioned sledge, space adds frame to cut
Power frame connection is solid.On hold master build supporting point, bottom sledge face prismatic holds the fourth of the twelve Earthly Branches.
Resultant force during fortune is closed is hung down and vertical resultant force displacement difference, makees that highest is critical to be advisable with 6%.
Main building is preferred with balancing towards (calamity) extra large seat.
Broken sea circle is fixed on top tank structure, often encloses equal upper and lower surface conjunction slit bamboo or chopped wood and forms;Connection is compiled with thin bamboo weaving.Extension floats width cloth
It makes, the floating width plastics film production that floats.(waste material can be used).
The perfectly sound pool, umbrella frame country fair are the technology reprints again of fourth of the twelve Earthly Branches goose construction solution shake.
After the completion of ancient cooking vessel body, trip wave sledge, Cheng Botai, the note fourth of the twelve Earthly Branches are made.
Using the disaster-stricken amount of highest as object, suitably relax cushion cap, makees the vertical level ground of shield.
Technique:With reference to (10) application publication number CN104295143A pages 4 the【0020】、【0021】、【0022】Segment number,
First:Goose method, second behind the first fourth of the twelve Earthly Branches:Fourth of the twelve Earthly Branches method after first goose.
Description of the drawings:
Fig. 1, Fig. 2, Fig. 3 are that seat is built, base draws shape view in vertical sea.
Fig. 4 is that vertical extra large seat builds bit combination figure in base.
Fig. 5 --- Figure 11 is that vertical extra large seat is built, conjunction figure is transported in position earthquake centre in base.
Figure 12 --- Figure 17 be built in a beach, base hang down sea-freight conjunction figure.
Figure 18 --- Figure 24 is shaken after first wind, wind push away it is main build upper, face in staying, the sea seat that hangs down builds, base earthquake centre fortune conjunction figure.
Figure 25 --- Figure 27 is to sea is built depending on shape master, base divides shape figure.
Figure 28 be build, in base position to extra large shape constitutional diagram.
Figure 29 --- Figure 33 has deduced, and earthquake centre is built to extra large shape, position fortune closes seat beach figure in base.
Figure 34 --- Figure 37 be originally built to extra large seat, in pedestal beach aftershock formula again earthquake centre fortune conjunction figure.
Figure 38 is originally to build by facing partially in figure in upper mistake after superpower wind or tsunami.
Figure 39 --- Figure 42 be to extra large seat it is upper mistake partially in originally build, the earthquake centre of base transport conjunction figure.
Figure 43 is that the next lose is biased to extra large seat beach figure after originally building calamity.
Figure 44 --- Figure 47 is originally to build earthquake centre in the next lose partially to extra large seat to transport conjunction figure.
Figure 48 is to implement the building of this technology structure, base after earthquake calamity, voluntarily clears up n times earthquake disaster and final seat beach
Figure.
Figure 49 --- Figure 52 is that master build the procedure chart to wave, downsea, echo under tide is maked a whistling sound in tsunami tide.
Figure 53, Figure 54, it is conjuncted building tsunami to be suitable to extra large axial symmetry layout.
Figure 55 --- Figure 58 is the procedure chart that structure eliminates the outer seismic wave input solution body secondary wave of tank in tank.
Figure 59 --- Figure 64 is that tank body earthquake centre fortune is closed in a beach, tank liquid by broken sea circle in tank, hang the width that floats, floating width elimination of floaing is raised
Wave and turbulent waves figure.
Figure 65, Figure 66 are that tsunami wave elapses tank body, and wave hangs the procedure chart for width degradation of floaing by broken sea circle in tank.
Figure 67 is the vertical view that pot liquid is hung the width that floats, the floating width that floats is covered under width.
Figure 68 is that umbrella frame country fair tank is schemed to extra large seat is vertical.
Figure 69 is structure chart in tank in the seat beach of the umbrella frame country fair tank perfectly sound pool.
Figure 70 is the dome umbrella frame figure of umbrella frame country fair tank.
Figure 71 is the innner and outer umbrella frame shape figure of umbrella frame country fair.
Figure 72, Figure 73 are that super design natural disaster (cyclone, Oc ean Tsunami) pushes over tank body, and in all-conquering, flow container is on the perfectly sound pool
In be able to save figure from damage.
Figure 74, Figure 75 are that more country fair tanks save figure from damage in super natural disaster by the perfectly sound pool.
Figure 76, Figure 77 are that the more country fair tanks of graded save figure from damage in super natural disaster by the perfectly sound pool.
Figure 78 is that calamity figure is answered on the perfectly sound pool.
Figure 79 is perfectly sound pool plane structure chart.
Figure 80 be small sized multiple story building build, pedestal beach figure.
Figure 81 be small sized multiple story building become into sea wind, carry, sinking, drop figure.
Figure 82 --- Figure 85 is that small sized multiple story building becomes into land wind, carries, sinking, hanging down and slip a beach figure.
Figure 86 --- Figure 88 is that the left wind of small sized multiple story building becomes, carries, sinking and scheme.
Figure 89 --- Figure 91 is to become in the right wind of small sized multiple story building, slip, carry, sinking and scheme.
Figure 92 is on the middle and senior level and base of a fruit corridor builds the master into extra large shape seat and builds phase base of a fruit constitutional diagram.
Figure 93 --- Figure 99 is base of a fruit map interlinking between each building disaster prevention structure.
Figure 100 --- Figure 102 be wind energy and base of a fruit corridor building in be deposited upon and build, balance the procedure chart of resolution between base.
Figure 103 --- Figure 105 be it is marine to land wind by it is main build be deposited to build base between interaction, clutch, time vertical seat beach figure.
Figure 106 --- Figure 108 be land into sea wind by it is main build be deposited to build, the interaction between base, clutch resolution figure.
Figure 109 is to extra large shape high-building conjoint structures under wind figure.
The vertical extra large seat beach high-building conjoint structures under wind figures of Figure 110.
Claims (6)
1. a kind of earthquake, tsunami, superpower wind anti-structure entirely, the complete anti-structure includes that slope ancient cooking vessel, the fourth of the twelve Earthly Branches are held, slope cushion cap, slope is main builds, grows
Short cane, the slope is main to be built, length cane is concrete or steel construction, and the slope lower parts Zhu Jian are slope cushion cap, slope cushion cap lower part be equipped with by
The sledge that the closely sealed bottom of length cane is formed;The slope ancient cooking vessel and pile foundation are conjuncted;It is held equipped with the fourth of the twelve Earthly Branches between the slope cushion cap and the slope ancient cooking vessel,
Be characterized in that, sledge is that wave absorption swims slope sledge or adds frame between length cane cane into shear force of frame sledge, further include Po Ping, beach level ground and
Beach dam, slope level ground are inclined-plane, and the slope bottom surfaces Zhu Jian and sledge top surface match with Po Ping, and the gliding direction that beach dam is set to slope cushion cap is used for
Slope cushion cap is supported in resistance, and the complete anti-structure further includes flow container, flow container and slope it is main build or slope it is main build with slope is main build between by and base of a fruit corridor
It is connected.
2. earthquake according to claim 1, tsunami, superpower wind anti-structure entirely, which is characterized in that the liquid tank structure is by broken
Lang Quan, the width that floats, the floating width composition that floats are hung, broken sea circle is fixed on top tank structure, often encloses equal upper and lower surface conjunction slit bamboo or chopped wood and forms, is compiled with thin bamboo weaving
Connection hangs width sealing of floaing and ceases wave under the floating width that floats, the floating width plastics film production that floats.
3. earthquake according to claim 2, tsunami, superpower wind anti-structure entirely, which is characterized in that the plastic foil is useless modeling
Material.
4. earthquake according to claim 1, tsunami, superpower wind anti-structure entirely, which is characterized in that the complete anti-structure is also wrapped
Include umbrella frame country fair and/or the perfectly sound pool, umbrella frame country fair be located at the top of slope cushion cap, flow container tank wall, umbrella frame country fair radial at umbrella frame
For a circle or the expansion of multi-turn graded, the perfectly sound pool is independently located at the periphery of flow container and slope ancient cooking vessel, and surrounding encloses flow container in a ring, and
It is bordered with Po Ping and Tan Ba, umbrella frame country fair is made of concrete or material identical with flow container.
5. earthquake according to claim 4, tsunami, superpower wind anti-structure entirely, which is characterized in that when umbrella frame country fair is multi-turn
When, graded is flexible from bottom to top or graded amplifies for umbrella frame country fair.
6. earthquake according to claim 1, tsunami, superpower wind anti-structure entirely, which is characterized in that in the complete anti-structure also
It is provided with and base of a fruit corridor, flats against corridor or conjuncted shearing corridor, and base of a fruit corridor, flat against corridor or conjuncted shearing corridor is located at Zhu Jian lower layers, on the ancient cooking vessel of slope
Side.
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510906027.1A CN105545056B (en) | 2015-12-08 | 2015-12-08 | A kind of earthquake, tsunami, superpower wind anti-structure entirely |
PCT/CN2016/000372 WO2017024751A2 (en) | 2015-12-08 | 2016-07-11 | Ground surface construction; complete disaster relief and preservation technology for liquid tank trailers during earthquakes, tsunami, and super storms, and structure and equipment thereof |
CN201680023356.4A CN107614795A (en) | 2015-12-08 | 2016-11-14 | Ancient cooking vessel holds the fourth of the twelve Earthly Branches and floats passage technology and structure between the shockproof solution upper and lower volume of calamity structural construction |
PCT/CN2016/000633 WO2017096678A2 (en) | 2015-12-08 | 2016-11-14 | Technology and structure of passage between upper and lower volumes for building having supporting tripod floating mortise shockproof disaster alleviation structure |
CA3030771A CA3030771C (en) | 2015-12-08 | 2017-04-21 | Inverted fastening mortise structure of building for resisting earthquake, strong wind and tsunami and technical procedure thereof |
CN201780001271.0A CN107949678A (en) | 2015-12-08 | 2017-04-21 | Earthquake-proof, the wind that tends to become strong, the building structure of the back-off fourth of the twelve Earthly Branches and technological process for refusing tsunami |
JP2019501521A JP2019521267A (en) | 2015-12-08 | 2017-04-21 | Reverse tenon building structure and technology process to withstand earthquakes, strong winds and tsunamis |
US16/246,089 US20190145076A1 (en) | 2015-12-08 | 2019-01-11 | Inverted fastening mortise building structure for resisting earthquake, strong wind and trunami and technical procedure thereof |
PH12019500089A PH12019500089A1 (en) | 2015-12-08 | 2019-01-11 | Inverted fastening mortise building structure for resisting earthquake, strong wind and tsunami and technical procedure thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510906027.1A CN105545056B (en) | 2015-12-08 | 2015-12-08 | A kind of earthquake, tsunami, superpower wind anti-structure entirely |
Publications (2)
Publication Number | Publication Date |
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CN105545056A CN105545056A (en) | 2016-05-04 |
CN105545056B true CN105545056B (en) | 2018-08-17 |
Family
ID=55824569
Family Applications (2)
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CN201510906027.1A Active CN105545056B (en) | 2015-12-08 | 2015-12-08 | A kind of earthquake, tsunami, superpower wind anti-structure entirely |
CN201780001271.0A Pending CN107949678A (en) | 2015-12-08 | 2017-04-21 | Earthquake-proof, the wind that tends to become strong, the building structure of the back-off fourth of the twelve Earthly Branches and technological process for refusing tsunami |
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CN201780001271.0A Pending CN107949678A (en) | 2015-12-08 | 2017-04-21 | Earthquake-proof, the wind that tends to become strong, the building structure of the back-off fourth of the twelve Earthly Branches and technological process for refusing tsunami |
Country Status (4)
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US (1) | US20190145076A1 (en) |
JP (1) | JP2019521267A (en) |
CN (2) | CN105545056B (en) |
CA (1) | CA3030771C (en) |
Families Citing this family (9)
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IN2015MU02042A (en) * | 2015-05-26 | 2015-06-05 | Yashraj Mahesh | |
WO2018010402A1 (en) * | 2016-07-11 | 2018-01-18 | 蒋理中 | Inverted fastening mortise of building structure and technical procedure for resisting earthquake, strong wind, and tsunami |
CN105545056B (en) * | 2015-12-08 | 2018-08-17 | 蒋理中 | A kind of earthquake, tsunami, superpower wind anti-structure entirely |
CN109840384B (en) * | 2019-02-20 | 2022-06-17 | 中南建筑设计院股份有限公司 | Design method of sectional reinforced concrete connecting beam with dual functions of bearing and energy consumption |
CN111636466A (en) * | 2020-05-29 | 2020-09-08 | 叶长青 | Wooden earthquake-resistant building |
CN112963002B (en) * | 2021-02-08 | 2022-10-18 | 华北水利水电大学 | Method for cutting, removing weight and reinforcing existing beam connecting part and reinforcing structure |
CN113404176A (en) * | 2021-02-08 | 2021-09-17 | 临沂职业学院 | Pre-buried formula shock isolation device of building |
CN115822313A (en) * | 2023-02-07 | 2023-03-21 | 上海市地震局 | Brick wall reinforcing structure and manufacturing method thereof |
CN117168742B (en) * | 2023-11-03 | 2024-02-13 | 云南平皓建设检测鉴定有限公司 | Anti-seismic detection device and detection method for house building |
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Also Published As
Publication number | Publication date |
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JP2019521267A (en) | 2019-07-25 |
US20190145076A1 (en) | 2019-05-16 |
CN105545056A (en) | 2016-05-04 |
CA3030771C (en) | 2021-07-27 |
CA3030771A1 (en) | 2018-01-18 |
CN107949678A (en) | 2018-04-20 |
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