CN105484550B - Solution shake building structure - Google Patents

Solution shake building structure Download PDF

Info

Publication number
CN105484550B
CN105484550B CN201510906028.6A CN201510906028A CN105484550B CN 105484550 B CN105484550 B CN 105484550B CN 201510906028 A CN201510906028 A CN 201510906028A CN 105484550 B CN105484550 B CN 105484550B
Authority
CN
China
Prior art keywords
wave
earthly branches
twelve earthly
cooking vessel
ancient cooking
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.)
Active
Application number
CN201510906028.6A
Other languages
Chinese (zh)
Other versions
CN105484550A (en
Inventor
蒋理中
张晔
Original Assignee
蒋理中
张晔
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 蒋理中, 张晔 filed Critical 蒋理中
Priority to CN201510906028.6A priority Critical patent/CN105484550B/en
Publication of CN105484550A publication Critical patent/CN105484550A/en
Priority claimed from PCT/CN2016/000372 external-priority patent/WO2017024751A2/en
Application granted granted Critical
Publication of CN105484550B publication Critical patent/CN105484550B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/08Protective 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

Abstract

The present invention discloses a kind of shake civil engineering and builds solution shake technology and its structure.This technology structure is the supplement outside A, B sequence.This sequence is continuous to destroy cruel, human society super (extreme) violent earthquake in the air to its despair to wherein disaster super large, provides solution shake technology, after making catastrophic effect technical precaution, no longer from this.It is constructed at the preceding goose fourth of the twelve Earthly Branches, in the technical pattern of load separation, original wave absorption cane is caused to melt wave sledge and the conjuncted sledge of row (frame) frame shearing at conjuncted, makes former earthquake (longitudinal and transverse) wave respectively paraded ability each other storage, intersection, fusion in the layer of the fourth of the twelve Earthly Branches, during transporting conjunction, mutually disappear;Using compound ancient cooking vessel technology (structure), multilayer ancient cooking vessel, the irregular complex technique in the fourth of the twelve Earthly Branches (structure), fourth of the twelve Earthly Branches technology of overflowing makes external force subitem in earthquake centre hold and disappears.Secondly, during resisting earthquake centre three knife " longitudinal wave, shear wave, space are split " remaining prestige or influence, remote conjunction increment is provided from the main external balance built and internal stress.Damage is torn open for the secondary tsunami patronized, and space storage and energy preparation are provided.

Description

Solution shake building structure
Technical field:Earthquake Shock-proof for building solution calamity field.
Background technology:This technology " shake civil engineering builds solution shake technology (structure) " A sequences, publication No.:CN104295143A.
Invention content:C sequences should solve earthquake intensity (11 ---) super violent earthquake;D sequences should solve earthquake intensity (11 --- extreme) Super release can violent earthquake (deep layer);G sequence should solve the super rift valley violent earthquake (superficial) of earthquake intensity (11 --- extreme);(and molten earthquake Tsunami shock wave afterwards).F sequences should solve earthquake intensity (all-conquering) fracture belt earthquake.
This sequence is continuous particular for enlarge-effect harsher in super violent earthquake, makes the P-wave And S reached gradually in fourth of the twelve Earthly Branches layer The middle elimination storing, is interactive, blending and mutually disappearing and the physics tearing of built-loading and wave are ruined in fracture belt fission, simultaneously The tsunami shock wave of secondary arrival after simultaneous molten earthquake.
To scheme skill:
One, C sequences should solve the super violent earthquake of earthquake intensity (11 ---).
Design:Take C sequence figure numbers Fig. 1,2,3,4.Fig. 1, Fig. 2 are that the master of load division in design builds and hold base respectively.Fig. 1 adds Fig. 2 obtains Fig. 3 (Load Combination figure).
Earthquake centre, master build jump.Energy is sent to goose body (master builds Xia Di) by super amount longitudinal wave.At that time, melt wave in design Sledge increases fourth of the twelve Earthly Branches layer and builds pulling and stagnant resistance to main.Make the main in vitro amount reduction for building earthquake centre in, to which the former amount of space answered substantially contracts Small or disappearance.
After longitudinal wave stops, main build up between standing high up in the air or the fourth of the twelve Earthly Branches is stopped.
When shear wave, by wave energy trend, master, which builds loading, to be slided, and is melted wave sledge and is glided and squeeze out hole between the fourth of the twelve Earthly Branches, makees the sinking of sledge formula And it is in situ to revert to building.
Fig. 4 outlines combine being longitudinally separated for main building earthquake centre, hang down and return, left and right shear wave returns the whole process of conjunction in rocking.Fig. 5, 6, it 7,8 has deduced the main mutual luck tendency state for building and holding each different phase of base and most closed after all respectively.Determine to solve in advance Earthquake intensity and physical space, building will be identical as shown in the figure in earthquake.
Two, D sequences should solve super (the releasing energy) violent earthquake (deep layer) of earthquake intensity (extreme)
Design:Take D sequence figure numbers, Fig. 9 (or 10), 11,12.With it is preceding identical, Fig. 9 (or 10), Figure 11 be design in load Division shape, Figure 12 are to build base Load Combination shape.Fig. 9 adds Figure 11 to obtain Figure 12.
Earthquake centre, when master builds jump vertical by seismic wave ejection type, intensive row (frame) frame shears conjuncted sledge, and the main separation built is stagnant It hinders ultimate attainment.The energy that P wave raises largely in the layer of the fourth of the twelve Earthly Branches, just stop in the layer of the fourth of the twelve Earthly Branches for consumption by main build.
When shear wave, the master of loading builds shearing sledge sledge formula in the layer of the fourth of the twelve Earthly Branches and sinks.Row frame, which shears frame and sinks in the main shear wave formula built, returns Not only unobstructed floating sledge is largely counteracted in slide, the former amount of space built in meter of pressure beam, and mended outside building body The stress for having filled the former guided wave corridor and Cheng Botai, the wave crest framework that becomes built plays the external balance that original is built with firm in vivo Opposite remote conjunction incremental contribution.
Therebetween:(1) space needed for shear force of frame frame is smaller, and it is stronger that (2) row frame shears frame fortune combined stress.
The continuous design of this sequence is compared with presequence resolution longitudinal wave, shear wave up to 95% or more.
It floats goose and becomes the floating sledge in the fourth of the twelve Earthly Branches, the remainder error in design in the fourth of the twelve Earthly Branches in being closed due to fortune, it will other elemental Balanced again in release, and (it is not most it is vertical return after natural wind in return) so this technology is equally effective to typhoon, tsunami.
Under this technology (structure) is presided over, high buildings and large mansions are as though walking upon flat ground during in violent earthquake, mountains collapse and the earth crack up, in brewing storms on rivers and seas It strolls in the courtyard idly.
In this sequence, melt wave sledge and row (frame) frame shearing melts wave sledge at conjuncted since simple wave absorption cane is installed additional, in addition to Increase outside the pulling to longitudinal wave energy, while the energy storage not returned in the layer of the fourth of the twelve Earthly Branches, sky has been provided previously for the resolution of shear wave Between prepare and stress prepare.The sledge formula for melting wave sledge transports the wedge-type loading sinking that wave absorption cane is substituted in box-like sinking.
The energy storage discharged in longitudinal wave, for clearing up shear wave energy release, gradation guided wave is synthesized sequential degradation.It is former This destructive power is time and again superimposed, and the energy storage that longitudinal wave, shear wave are respectively paraded ability blends among structure and mutually disappears, in design error Seismic energy be stored in framework with after natural force structure close, be this sequence it is excellent in it is excellent.Earthquake centre building is completely saved from damage.
Currently, although state-of-the-art " windage Buddhist nun " the suspension cable type facility in the world is so only capable of offsetting in earthquake also can be corresponding shockproof From ground to high-end enlarge-effect, the fluctuation everywhere of this building cannot be but eradicated.Figure 13,14,15,16 demonstrate earthquake centre building wave In each stage that gesture fortune is closed, returns and closed eventually together in Figure 17.
Specification:(1) melt wave sledge equally to bottom out without landing, (2) ancient cooking vessel frame answers reverse wedge shape.(3) design in it is exceeded with it is insufficient, Adjustment fourth of the twelve Earthly Branches stone step method for distinguishing correction can be used, adjusts fourth of the twelve Earthly Branches stone diameter upward or downward, it is gradually complete as unit of 1cm to attain.(4) forbid It is exceeded.(5) forbid the band rib fourth of the twelve Earthly Branches, the band cutting edge of a knife or a sword fourth of the twelve Earthly Branches, the sliver fourth of the twelve Earthly Branches, it is non-slip the fourth of the twelve Earthly Branches, asymmetry mixes the same ancient cooking vessel in the fourth of the twelve Earthly Branches, same to lotus.(6) forbid non-proportion The fourth of the twelve Earthly Branches is non-more selected than the matter fourth of the twelve Earthly Branches.(7) the design fourth of the twelve Earthly Branches is using φ 5-7cm as the standard fourth of the twelve Earthly Branches.3cm is must not exceed downwards, must not exceed 12cm upwards. (8) connection sledge should float the shallow triangular prismatic type of flat rib, concrete structure.(9) ancient cooking vessel frame bottom end is less than the fourth of the twelve Earthly Branches for drain hole, aperture.
Remarks and technological process and A sequences are same.
Three, G sequence should solve the super rift valley violent earthquake (superficial) of earthquake intensity (11 --- extreme).
And tsunami shock wave after molten earthquake
Design:Take G sequence figure numbers Figure 18,19,20,21,22.
This sequence use MULTILAYER COMPOSITE ancient cooking vessel technology, Figure 18 be build, base division, closed form.
Figure 19,20,21,22 are that earthquake centre is built, base transports the voluntarily Acid system merged to seismic wave, energy.
The strong point of this sequence be for super large earthquake physical space movement it is big, physics needed for fracture ditch after shake is extraordinary is empty Between it is big, shared successively by compound ancient cooking vessel, the fourth of the twelve Earthly Branches.
Still return compound since the master after earthquake builds load, earthquake has no damage for the facility in design, when earthquake shape It is secondary come when attacking, this facility sequence still has the storage of anti-tsunami two-hit at tsunami, but need naked with tidal-level difference type in advance Body promotes ancient cooking vessel and (holds) fourth of the twelve Earthly Branches (floating) highly with sluicing ancient cooking vessel technique, and ancient cooking vessel is held without water storage, to ensure that it is all that using for sanction is held at the ancient cooking vessel fourth of the twelve Earthly Branches after ensureing calamity Phase.
Technique, specification and preceding each sequence are same.
Four, F sequences should solve the fracture belt earthquake of " all-conquering ".
Design:Take F sequence figure numbers, Figure 23,24,25,26,27,28.
This sequence holds excessive fourth of the twelve Earthly Branches technology using multilayer ancient cooking vessel, the irregular complex technique in the fourth of the twelve Earthly Branches and ancient cooking vessel.
Figure 23 is when building base Load Combination to be closed.Ground mass concrete is unrestrained to be closed.3cm or more standards fourth of the twelve Earthly Branches layer paving is closed, to On be sequentially overlapped more ancient cooking vessel layers and super excessive fourth of the twelve Earthly Branches layer, the fortune of ancient cooking vessel layer closes the physical space that space is equal to fourth of the twelve Earthly Branches layer.Circulation the fourth of the twelve Earthly Branches layer and it is compound Irregular ancient cooking vessel hold be superimposed upon it is conventional build base junction and be enclosed within load master build.
In Figure 24, earthquake is broken out the bottom of from fracture shape, and seismic energy makees radial transmission by fourth of the twelve Earthly Branches rock layers.Main build is risen upwards While jump, earthquake keeps ancient cooking vessel, fourth of the twelve Earthly Branches mushroom discrete, between ancient cooking vessel frame fourth of the twelve Earthly Branches masonry flowing water shape to fracture ditch (seam) streamer.
Figure 25 demonstrates the ancient cooking vessel fourth of the twelve Earthly Branches acceptor detached and builds to hang down, hangs down and wave driving is returned to reconfigure with joint efforts, and has point supporting master The load of building.
Figure 26 demonstrates the ancient cooking vessel fourth of the twelve Earthly Branches under main building loading under the driving of right shear wave, squeezes to close ancient cooking vessel frame space and squeeze the fourth of the twelve Earthly Branches and hold.Stream Compression streamer in the body fourth of the twelve Earthly Branches inserts fracture belt ditch.
Figure 27, which demonstrates ancient cooking vessel and (holds), to slip stream between the fourth of the twelve Earthly Branches ancient cooking vessel of the horizontal echo of the fourth of the twelve Earthly Branches (floating) load bottom left and closed circulates into filling out.
Figure 28 demonstrates the mistake originality in the case where left and right closes and hangs down wave of the ancient cooking vessel fourth of the twelve Earthly Branches under load and overlaps.
This sequence continues disaster-stricken figure, has used and has exaggerated gimmick, and with clarity, practical disaster-stricken shape is respectively less than figure shape, during this sequence is continuous, Base everywhere, is built at empty division, and C, D sequence have been continued to use thin arrow and expressed kiss, and G, F sequence have been used and (built), (base) difference is hung down and indicated.
Remarks and technological process are identical as presequence.
What the fourth of the twelve Earthly Branches slipped in circulation calms down ability naturally, discloses the physical phenomenon of " proportion is convergent, and structure is mutually melted ".In addition to being mended Flat taphrogenic belt drop and the tearing paddy missing filled up are outer, and main build does not damage that (excessive Deletional potential difference is manually mended there are untouched It rectifies a deviation at the fourth of the twelve Earthly Branches).
Stone in movement slips same with liquid.Close same with appearance liquid in the fourth of the twelve Earthly Branches in volume.The homeostasis phenomenon of fourth of the twelve Earthly Branches rock glacier, seismic wave It is reversed restless, the flat of fourth of the twelve Earthly Branches stone group hangs down, roams leisurely, shaking, and synthetically sieves wave.Ground sieves the trembling of wave, main in the vertical conjunction of filling-in to build Pressure, which hangs down, to be closed, and composition closes the wave that hangs down, and squeezes out hole between the fourth of the twelve Earthly Branches.
Specific implementation mode:Fourth of the twelve Earthly Branches method after first goose;Goose method behind the first fourth of the twelve Earthly Branches.A sequences [0020], [0021], [0022], [0023] section Number.
Temperature limiting is met, when resin can not cure and make glass punching block, Available templates set mould.
Note the fourth of the twelve Earthly Branches to frame surface, same factor can not make fiberglass overflow epiphragma when, with the poor fourth of the twelve Earthly Branches close modeling method:Overlying is held at the fourth of the twelve Earthly Branches One layer of thicker plastic foil of lid, the former fourth of the twelve Earthly Branches stone of the fourth of the twelve Earthly Branches two to three of one floor of plastic foil upper berth difference, is used in combination besom to put down, and the former fourth of the twelve Earthly Branches is filled out every rear benefit After stone gap, casts on the floating fourth of the twelve Earthly Branches put down and hold wave platform to design requirement.
Wherein the earthquake of F sequence designs fracture belt when, because master build needs, equally may be used and hold base portion pile foundation, so load base in Not handy bar-mat reinforcement joins skeleton, and the release of seismic energy is hindered in stress.
Sink after the shake built by fracture belt master in design, it is contemplated that without guided wave corridor and the wave crest that becomes.Sink to interrupting dehiscence furrow bank Drop and width, it is huge with modern times main body plane difference of building, can slightly cause resultant force to be hung down and gradient, do not formed it is main build incline It is multiple, interior non-disjunctor facility is only built with panic or turning over to building interior people at earthquake centre, is built in master lossless.Its in sinking watching instead Guided wave corridor is split it is possible that tearing open and the wave crest that becomes.And must be promoted after shake it is main build to original position it is poor with filling-in height above sea level.The width of unit building Amount, it is sufficient to resist that rift valley is poor, the ground sieve wave of the left and right shear wave synthesis in earthquake centre is enough horizontal reset original and builds.
Description of the drawings:
Fig. 1, Fig. 2 are to build, divide shape figure in base load division.
Fig. 3 is the constitutional diagram (normality figure) after Fig. 1 adds Fig. 2.
Wave potential when Fig. 4 is earthquake centre transports conjunction figure.
Fig. 5 is indulged from figure when leading when building earthquake centre by longitudinal wave energy.
Fig. 6 is the vertical regression figure that vertical terminal hour master builds.
Fig. 7 is left shear wave free figure when vertical wave is not use up.
Fig. 8 is that right shear wave closes the figure that hangs down when vertical wave is not use up.
Fig. 9, Figure 10 be belong to function under different requirements have it is other melt wave sledge close master build figure.
Figure 11 is that ancient cooking vessel holds the floating sectional view in the fourth of the twelve Earthly Branches.
Figure 12 be build, base Load Combination figure (normality figure)
Figure 13 is that main build is indulged by longitudinal wave energy from figure in earthquake.
Figure 14 is that longitudinal wave terminal hour master builds vertical regression figure.
Figure 15 is left shear wave free figure when vertical wave is not use up.
Figure 16 is that main right shear wave when not playbacking that hangs down of building closes the free figure that hangs down.
Figure 17 be build, base closes regression figure from indulging to horizontal earthwave fortune.
Figure 18 be build, Quito layer ancient cooking vessel, fourth of the twelve Earthly Branches Load Combination figure (normality figure)
Figure 19 is that master builds, is layered ancient cooking vessel, fourth of the twelve Earthly Branches earthquake centre longitudinally vertical jump figure.
Figure 20 is longitudinal wave, and master builds and is layered ancient cooking vessel when can release most, sequentially hanging down for the fourth of the twelve Earthly Branches returns figure.
Figure 21 is graded ancient cooking vessel, the fourth of the twelve Earthly Branches by the free figure of the sequentially right shear wave of seismic wave energy time.
Figure 22 is graded ancient cooking vessel, the fourth of the twelve Earthly Branches by the free figure of the sequentially left shear wave of seismic wave energy time.
Figure 23 be compound ancient cooking vessel, overflow ancient cooking vessel fourth of the twelve Earthly Branches structure in build, base Load Combination figure (normality figure).
Figure 24 is Earthquake Faulting layer longitudinal unbalance delivering longitudinal wave energy, tears the peaceful weighing apparatus of ancient cooking vessel, and master builds jump figure in imbalance.
Figure 25 is vertical gesture termination, and master, which builds tendentiousness and hangs down, returns figure.
Figure 26 is the blocking of left ground wall, when right ground wall shear wave, squeezes the fourth of the twelve Earthly Branches, ancient cooking vessel, pushes the fluid fourth of the twelve Earthly Branches of overflowing and enters ditch and close main builds of hanging down.
Figure 27 is the blocking of right ground wall, and the squish flow fourth of the twelve Earthly Branches enters ditch and close to hang down to leading to build when left ground wall shear wave.
Figure 28 is that left and right shear wave synthetically sieves wave, and closes the main balance built of having hung down, under the main height above sea level built of having fallen it is poor.

Claims (6)

1. a kind of solution shakes building structure, it is characterised in that:Including main building, Cheng Botai, melt wave sledge, pile foundation, ancient cooking vessel are held, layer is held at the fourth of the twelve Earthly Branches, Synchronize wave crest, guided wave corridor, the main building lower part is to hold wave platform, described to hold the setting of the lower parts Bo Tai and melt wave sledge, during the ancient cooking vessel is held It is laid with the fourth of the twelve Earthly Branches and holds layer;The wave sledge that melts is to float flat rib berrette file shape concrete structure, melts wave sledge and is arranged in layer is held at the fourth of the twelve Earthly Branches, melts wave sledge and bottom out Without landing, the design for melting wave sledge increases the fourth of the twelve Earthly Branches and holds pulling and stagnant resistance of the layer to main building, under the action of secondary wave described in Melt wave sledge to glide and squeeze out the gap that layer is held at the fourth of the twelve Earthly Branches, makees sledge formula and sink and main building is made to revert to original position;Hold the fourth of the twelve Earthly Branches stone of layer in the fourth of the twelve Earthly Branches Using φ 5-7cm as standard fourth of the twelve Earthly Branches stone, it must not exceed 3cm downwards, must not exceed 12cm upwards;The ancient cooking vessel frame that the ancient cooking vessel is held is in reverse wedge shape, Drain hole is arranged in the bottom end of ancient cooking vessel frame, and the aperture of drain hole is less than the diameter of fourth of the twelve Earthly Branches stone.
2. a kind of solution according to claim 1 shakes building structure, it is characterised in that:Above the skid body for melting wave sledge and The setting shearing frame between holding wave platform, constitutes truss shearing and melts wave sledge.
3. a kind of solution according to claim 1 shakes building structure, it is characterised in that:The ancient cooking vessel, which is contracted, to be included ancient cooking vessel and holds and graded Ancient cooking vessel is held, upper ancient cooking vessel hold be arranged below Cheng Botai, graded ancient cooking vessel hold setting upper ancient cooking vessel holds lower section, by hold the lower parts Bo Tai setting melt wave sledge Wave absorption cane is replaced with, wave absorption cane is arranged in the lower part that upper ancient cooking vessel is held;The wave absorption cane for holding the lower parts Bo Tai is arranged in layer is held at the fourth of the twelve Earthly Branches that upper ancient cooking vessel is held, The wave absorption cane that upper ancient cooking vessel holds lower part is arranged in layer is held at the fourth of the twelve Earthly Branches that graded ancient cooking vessel is held.
4. a kind of solution according to claim 1 shakes building structure, it is characterised in that:Further include Rong Maoku and load base, holds the fourth of the twelve Earthly Branches Lab setting is carrying base top, and being equipped with the fourth of the twelve Earthly Branches in Rong Maoku holds layer;Ancient cooking vessel, which is held, to be arranged in Rong Maoku, and the ancient cooking vessel holds as MULTILAYER COMPOSITE knot Structure, the ancient cooking vessel between different levels, which is held, to be dislocatedly distributed, and the lower part that each layer ancient cooking vessel is held in addition to bottom ancient cooking vessel is held is respectively provided with wave absorption cane, will hold wave The wave sledge that melts of platform lower part setting replaces with wave absorption cane, and the wave absorption cane for holding the lower parts Bo Tai is arranged in layer is held at the fourth of the twelve Earthly Branches that top layer's ancient cooking vessel is held, The wave absorption cane that ancient cooking vessels at different levels are held is arranged in layer is held at the fourth of the twelve Earthly Branches that next layer of ancient cooking vessel is held.
5. a kind of solution according to claim 1 shakes building structure, it is characterised in that:After ancient cooking vessel holds the floating process completion in the fourth of the twelve Earthly Branches, When fiberglass epiphragma can not be made by encountering temperature limiting, layer is first held with the thick plastic foil covering fourth of the twelve Earthly Branches, then spreads one layer on the plastic film The fourth of the twelve Earthly Branches stone of poor original fourth of the twelve Earthly Branches stone 2 to 3, is used in combination besom to put down, and after rear benefit fills out former fourth of the twelve Earthly Branches stone gap, casts on the floating fourth of the twelve Earthly Branches put down and holds wave platform To design requirement.
6. a kind of solution according to claim 1 shakes building structure, it is characterised in that:For in design it is exceeded with it is insufficient, Using adjustment fourth of the twelve Earthly Branches stone step method for distinguishing correction, fourth of the twelve Earthly Branches stone diameter is adjusted upward or downward, it is gradually complete as unit of 1cm to attain.
CN201510906028.6A 2015-12-08 2015-12-08 Solution shake building structure Active CN105484550B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510906028.6A CN105484550B (en) 2015-12-08 2015-12-08 Solution shake building structure

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
CN201510906028.6A CN105484550B (en) 2015-12-08 2015-12-08 Solution shake building structure
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
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

Publications (2)

Publication Number Publication Date
CN105484550A CN105484550A (en) 2016-04-13
CN105484550B true CN105484550B (en) 2018-07-17

Family

ID=55671798

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510906028.6A Active CN105484550B (en) 2015-12-08 2015-12-08 Solution shake building structure

Country Status (1)

Country Link
CN (1) CN105484550B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105545056B (en) * 2015-12-08 2018-08-17 蒋理中 A kind of earthquake, tsunami, superpower wind anti-structure entirely
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

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0893850A (en) * 1994-09-27 1996-04-12 Showa Electric Wire & Cable Co Ltd Vibration isolating rubber
CN201214793Y (en) * 2008-06-10 2009-04-01 纪群尚 Antivibration and damping structure for construction
CN102044186A (en) * 2009-10-12 2011-05-04 袁建华 Simulated seismic experiment platform
CN203452207U (en) * 2013-09-10 2014-02-26 江苏翔森建设工程有限公司 Anti-seismic beam-column joint of single-layer assembly type cold storage structure
CN103790258A (en) * 2014-02-24 2014-05-14 北京工业大学 Novel post-earthquake self-reset concrete framework-eccentric supporting structural system
CN204826408U (en) * 2015-06-09 2015-12-02 华侨大学 But prosthetic combination column base of normal position

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0893850A (en) * 1994-09-27 1996-04-12 Showa Electric Wire & Cable Co Ltd Vibration isolating rubber
CN201214793Y (en) * 2008-06-10 2009-04-01 纪群尚 Antivibration and damping structure for construction
CN102044186A (en) * 2009-10-12 2011-05-04 袁建华 Simulated seismic experiment platform
CN203452207U (en) * 2013-09-10 2014-02-26 江苏翔森建设工程有限公司 Anti-seismic beam-column joint of single-layer assembly type cold storage structure
CN103790258A (en) * 2014-02-24 2014-05-14 北京工业大学 Novel post-earthquake self-reset concrete framework-eccentric supporting structural system
CN204826408U (en) * 2015-06-09 2015-12-02 华侨大学 But prosthetic combination column base of normal position

Also Published As

Publication number Publication date
CN105484550A (en) 2016-04-13

Similar Documents

Publication Publication Date Title
CN105484550B (en) Solution shake building structure
US6484473B1 (en) Method of forming a support structure using strings or stays
US5582492A (en) Method and apparatus for an anchored earth restraining wall
Lliboutry et al. Glaciological problems set by the control of dangerous lakes in Cordillera Blanca, Peru. I. Historical failures of morainic dams, their causes and prevention
US9995013B2 (en) Economical debris flow blocking dam structure and construction method thereof
CN205046562U (en) Primary turf protective structure of high and cold district slope in plateau
JP2019521267A (en) Reverse tenon building structure and technology process to withstand earthquakes, strong winds and tsunamis
Fountoulis et al. Quaternary basin sedimentation and geodynamics in SW Peloponnese (Greece) and late stage uplift of Taygetos Mt.
CN102587322A (en) Metal mesh box revetment structure of earth-rock dam and construction method of metal mesh box revetment structure
CN108049313A (en) A kind of anchor body construction method
CN104295143A (en) Earthquake relieving technology (structure) for seismic soil building
KR19980702272A (en) Bonded low structure and installation method
CN201981514U (en) Earth-rock dam metal-net hole-box slope-protection structure
Rondini et al. Another post in the fence: Proto-urban delimitations in Final Bronze Age and Early Iron Age northern Italy
Fastook et al. New perspectives on paleoglaciology
Huntley et al. The Late Wisconsinan deglacial history of the east-central Taseko Lakes area, British Columbia
WO2017024751A2 (en) Ground surface construction; complete disaster relief and preservation technology for liquid tank trailers during earthquakes, tsunami, and super storms, and structure and equipment thereof
CN104727326B (en) A kind of off-load method becoming water level structure
CN103981988B (en) A kind of cast-in-situ hollow building roof pore-forming steel reticulate body and organic object group frame
CN209293069U (en) Soft base Self-sinking type underground space structure construction
Jones The Pantheon and the phasing of its construction
CN206034916U (en) Be used for secretly burying in construction shear force wall box device
CN205839743U (en) A kind of hollow pile of civil engineering works
RU2377363C1 (en) Soil non-homogenuous fill dam
Parisi et al. Adobe Constructions in the World: A First Overview

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant