CN107288234A - The inexpensive modular earthquake-resistant structure thing of cylindrical shell building unit and its composition - Google Patents
The inexpensive modular earthquake-resistant structure thing of cylindrical shell building unit and its composition Download PDFInfo
- Publication number
- CN107288234A CN107288234A CN201610864778.6A CN201610864778A CN107288234A CN 107288234 A CN107288234 A CN 107288234A CN 201610864778 A CN201610864778 A CN 201610864778A CN 107288234 A CN107288234 A CN 107288234A
- Authority
- CN
- China
- Prior art keywords
- cylindrical shell
- building unit
- lacing wires
- earthquake
- steel
- 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.)
- Granted
Links
Classifications
-
- 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
-
- 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
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of cylindrical shell building unit and its inexpensive modular earthquake-resistant structure thing of composition.Cylindrical shell building unit main body is the sufficiently large cage modle steel structure body of the draw ratio being made up of axial girder steel and annular girder steel, and the building of one or more layers room composition is disposed with inside it；The cylindrical shell building unit heap on gravel frictional damping layer is deposited in by inexpensive basis, the gravel frictional damping layer being arranged on inexpensive basis, with overlapped way, the inexpensive modular earthquake-resistant structure thing that the profile limiting frame being arranged on outside cylindrical shell building unit heap is constituted；And the inexpensive modular earthquake-resistant structure thing being combined by cylindrical shell building unit Dui Yu centers cuboid building.The present invention occurs elasticity when designing below 9 degree of antidetonation earthquake intensity, only and rocked, without destroying；In more than 9 degree of earthquake intensity, actively presetting slow slump process and slacken the considerable damage power of earthquake by pipe heap, with super shock-resistant ability.
Description
Technical field
The present invention relates to earthquake-resistant structure thing, the inexpensive modular of specifically a kind of cylindrical shell building unit and its composition
Earthquake-resistant structure thing.
Background technology
Japan is the multiple state of earthquake, there is many advanced experiences in terms of antidetonation, and such as light-duty wooden is resisting earthquake side
Face is fruitful, but if that just becomes cannot withstand a single blow plus tsunami；RECENT DEVELOPMENTS is high-strength elastic structure, or built in master
Build and rolling layer, damping layer etc. are set between thing and basis.Famous Tokyo silk cocoon mansion combines many advanced antidetonation warps
Test, also be subjected to the test of multiple earthquake, his theory is active antidetonation, is mainly manifested in：One is ballast block, and two be to whip
The elastic cable of building；Three be using water or compressed air as the jet thrustor of power.It facts have proved very strong shock resistance
Energy.But same cost is also high！
China only from the Tangshan Earthquake of 1976 to the Yushu earthquake of 2010 in terms of, illustrate that many areas of China are in earthquake many
Hair band, but based on China's national situation, wants to avoid these areas substantially impossible, and again by economic constraints, some present elder generations
The anti-seismic structure construction cost entered is difficult to benefit general public.
At all times, research of the mankind in terms of antidetonation is it may be said that achieve great success, and such as Chinese patent CN 1184875A are " big
Type earthquake-resistant structure thing and its design method ", a kind of Chinese patent CN 205046695U " high-rise building constraint support antidetonation knots
Structure ", Chinese patent CN 205206444U " a kind of damping earthquake-resistant structure thing for being provided with sand bedding course and waistband " etc., but category mostly
In actively strengthen bulk strength, elasticity building weaken seismic energy, addressing optimization, strengthen ground, to monolithic architecture thing whip bullet
Property cable, set damping layer or roll separation layer, general layout optimization etc., they are in feelings such as the limit earthquakes or huge blast more than design
Under condition, huge injures and deaths can be still produced.
" cylindrical shell building unit earthquake proof building " disclosed in Chinese patent CN201502204U, it is noted that on cast list
The concept of first room building, gives prefabricated cast self-contained flat and is lifted on design in rectangular frame structure and fixed, i.e., double
Layer Aseismic Structure System, the structure can be square, oval, arch cast self-contained flat outside inner circle, with extremely strong shock resistance
Crimp ability, can be effectively ensured the personal safety of personnel in building.The structure make use of the good mechanics knot of cast self-contained flat
Structure, can be arranged in cast self-contained flat within mechanical structure very general rectangular frame, the shock resistance of its rectangular frame again
Just into limiting element, do not depart from the shock resistance scope of traditional rectangular building significantly, unnecessarily add cost,
And should not be repaired after destruction, there is certain limitation in terms of implementation.
Honeycomb hexagon is employed in a kind of Chinese patent CN202767239U " high-earthquake-resistant building thing " one embodiment
The building structure of the built-in self-contained flat of framework, has improvement to CN201502204U " cylindrical shell building unit earthquake proof building ", but
Still without depart from framework and self-contained flat and thought, the cost or height of honeycomb hexagonal-shaped frame.
Chinese patent CN 101619625A " shaking the not design of falling spherical longitude-latitude steel structural architecture " give monnolithic case and are
One big spherical building structure, is provided with the ability for resisting super earthquake, but the diameter of ball is bigger, the mechanics of its big sphere
Characteristic can move closer to plane, therefore, and the construction scope of such a structure is by a definite limitation, and the too big rear cost of diameter also can be drastically
Rise.Another Chinese patent CN 1049889A " non-collapsible antiseimic building " give monnolithic case for " tumbler " shape
Building structure, it may have similar advantage and disadvantage.
Chinese patent CN 101397819A " hexagon cellular antiseismic construction frame construction " also use honeycomb hexagonal-shaped frame
Building structure, improve structural strength, and profile or vertical frame trestle, still do not possess resistance super earthquake during low cost
Ability.
The content of the invention
Present invention seek to address that the above mentioned problem that prior art is present, and a kind of cylindrical shell building unit is provided, and then
A kind of inexpensive modular earthquake-resistant structure thing being all made up of the cylindrical shell building unit is provided, and provide it is a kind of by
The inexpensive modular earthquake-resistant structure thing that cylindrical shell building unit Dui Yu centers cuboid building is combined.Base of the present invention
In a kind of new antidetonation theory：The combining structure modular building of " active damage type shock absorption ", i.e., more than design limit
Shake earthquake intensity（Such as 9 degree or strength blast）When, actively presetting slow slump process and slacken earthquake to building by pipe heap
The considerable damage power of generation, reduces personnel's property loss, and can after shake the normal production and living of Quick-return, should be over the ground
Shake, particularly rarely occurred earthquake（Or strength is exploded）When, with superpower ability.
The present invention solve its technical problem use technical scheme be：
A kind of cylindrical shell building unit, including cylindrical shell, the main body of cylindrical shell is by axial girder steel and annular girder steel
The sufficiently large cage modle steel structure body of the draw ratio of composition, is disposed with the building of one or more layers room composition inside it.
The inexpensive modular earthquake-resistant structure thing that a kind of cylindrical shell building unit is constituted, including low cost basis, setting
Gravel frictional damping layer on inexpensive basis, the cylindrical shell being deposited in overlapped way on gravel frictional damping layer
It is connected between building unit heap, transversely arranged adjacent column housing building unit by many a variety of flexible reinforcements, in circle
Both sides outside post housing building unit heap, are respectively arranged with profile limiting frame, the top of the Vierendeel girder of both sides profile limiting frame
Portion is hinged by limitation bearing, is provided between the Vierendeel girder bottom and low cost basis of profile limiting frame with balancing weight
Pre-tensile stress assembly pulley, the four sides of monolithic architecture thing is set by view balcony.
The inexpensive modular earthquake-resistant structure thing that a kind of cylindrical shell building unit is constituted, including low cost basis, setting
Gravel frictional damping layer on inexpensive basis, the cylindrical shell being deposited in overlapped way on gravel frictional damping layer
It is connected between building unit heap, transversely arranged adjacent two cylindrical shells building unit by many a variety of flexible reinforcements, cylinder
Both sides outside center cuboid building, cylindrical shell building unit heap are provided with housing building unit heap, are respectively arranged with outer
Cut with scissors at the top of shape limiting frame, the Vierendeel girder per side profile limiting frame by limiting bearing with center cuboid building side
Connect, the pre-tensile stress pulley with balancing weight is respectively arranged between the Vierendeel girder bottom and low cost basis of profile limiting frame
Group.
Using the present invention of above-mentioned technical proposal, compared with prior art, its distinguishing feature is：
（1）Cylindrical shell building unit is cast self-contained flat prefabricated component, can reduce cost using factory's large-scale production,
Shorten the completion time of project, and cylindrical shell is the characteristics of have low-cost high-strength, is unnecessarily supported again with high supporting frame,
Thus reduce earthquake-resistant structure thing cost.
（2）One or more layers room is disposed with inside cylindrical shell building unit, is main work, living space；Circle
The draw ratio of post housing is sufficiently large, can be to prevent ultimately shaking intensity or strength explosion time, the avalanche for occurring axis direction（Only allow
Occurs the few rolling slump of impulsive force）；In addition, cylindrical housings, isotropism, good integrity, stress and the area of power transmission are big
And it is uniform（Destruction impulsive force can be disperseed）, structural strength it is high, elasticity is strong, be not susceptible to serious destruction, and unit volume
Case material more save（It is merely greater than spherical）, and it is more consistent with human lives, inhabitation, work habit.
（3）It is connected between cylindrical shell building unit using many a variety of flexible reinforcements, the quantity of lacing wire is with building
Building the raising of thing scale and defence grade endless can increase, in the earthquake that oversteps the extreme limit（Or strength is exploded）When, lacing wire can be by setting
Sequence of having the records of distance by the log release pulling force is until gradually break, so that cylindrical shell building unit subtracts during actively default slow slump
Weak seismic force, it is ensured that personnel preserve from cylindrical shell building unit；And can recover rapidly after shake, do not result in excessive yet
Property loss.
（4）Profile limiting frame outside cylindrical shell building unit heap, can effectively be prevented together with aforementioned flexible lacing wire
The cylindrical shell building unit of ragged edge, in the earthquake that oversteps the extreme limit（Or strength is exploded）When to outer rolling, to prevent this motion
Issuable greater impact destroys result, while also acting the effect of monolithic architecture thing flexible reinforcement.
（5）Cylindrical shell building unit Dui Yu centers cuboid building is combined, due in center cuboid building both sides,
Cylindrical shell building unit is piled with, they also surround and protect power, and be enough to prevent during slump is rolled there are still level
Only cuboid building in center is in limit earthquake or the overall quick rollover of strength explosion time.
Preferably, further technical scheme of the invention is：
Cage modle steel structure body includes being provided with preservative treatment on printing opacity section and light tight section, light tight section of cage modle steel structure body
Outer steel shell and internal layer box hat；It is aided with circular light transmissive material plate in the cage modle steel structure body of printing opacity section, and is equipped with daylighting facility.
Filled with level pressure nitrogen between outer steel shell and internal layer box hat.
Annular water tank is partially provided between outer steel shell and internal layer box hat.
Equipped with many set rollers or ball inside outer steel shell.
From the inner surface of internal layer box hat, refractory insulating layer, puigging and decorative layer are disposed with.
Flexible reinforcement includes A lacing wires and B lacing wires, and A lacing wires are made up of flower basket bolt, steel wire rope A and steel cable clamp, and A is drawn
Muscle is many；B lacing wires by steel wire rope B, default extension, determine frictional resistance compactor and constitute, extend segment length not by default
Together, B lacing wires are divided into plurality of specifications, including the first B lacing wires, the 2nd B lacing wires ..., N B lacing wires, every kind of lacing wire is many.
Center cuboid building is normal steel structure combined type building, and bosom is provided with elevator and light court；
Flexible reinforcement is provided between the bearing soleplate of center cuboid building and low cost basis, flexible reinforcement includes A lacing wires and B is drawn
Muscle, A lacing wires are made up of flower basket bolt, steel wire rope A and steel cable clamp, and A lacing wires are many；B lacing wires by steel wire rope B, default stretch
Long section, determine frictional resistance compactor composition, by the difference of default elongation segment length, B lacing wires are divided into plurality of specifications, including the first B
Lacing wire, the 2nd B lacing wires ..., N B lacing wires, every kind of lacing wire is many；The four sides of monolithic architecture thing sets view balcony.
Brief description of the drawings
Fig. 1 is cylindrical shell building unit appearance schematic diagram；
Fig. 2 is cylindrical shell building unit sectional schematic diagram；
Fig. 3 is the inexpensive modular earthquake-resistant structure thing sectional schematic diagram being all made up of cylindrical shell building unit；
Fig. 4 is flexible reinforcement connection diagram between cylindrical shell building unit；
Fig. 5 is A lacing wire schematic diagrames；
Fig. 6 is B lacing wire schematic diagrames；
Fig. 7 is the inexpensive modular earthquake-resistant structure thing section that cylindrical shell building unit Dui Yu centers cuboid building is combined
Schematic diagram；
Fig. 8 is A portions enlarged drawing in Fig. 7；
Fig. 9 is the inexpensive modular earthquake-resistant structure thing side that cylindrical shell building unit Dui Yu centers cuboid building is combined
Schematic diagram；
In figure：1-- cylindrical shells；2-- printing opacities section；Light tight section of 3--；4-- axial directions girder steel；5-- annular girder steels；6-- outer layers
Box hat；7-- internal layer box hats；8-- refractory insulating layers；9-- puiggings；10-- decorative layers；11-- rollers or ball；12-- multilayers room
Between；13-- low costs basis；14-- gravels frictional damping layer；15-- profile limiting frames；16-- Vierendeel girders；17-- limits axle
Hold；18-- pre-tensile stress assembly pulleys；19-- balancing weights；20-- view balconies；21--A lacing wires；22--B lacing wires；23-- centers are long
Cube building；24-- elevators；25-- light courts；211-- flower basket bolts；212-- steel wire ropes A；213-- steel cable clamps；
221-- steel wire ropes B, 222-- preset extension, and 223-- determines frictional resistance compactor.
Embodiment
Below in conjunction with drawings and Examples, the present invention is further illustrated, and purpose, which is only that, is better understood from the present invention
Content, therefore the cited case is not the limitation to present invention.
Referring to Fig. 1, Fig. 2, a kind of cylindrical shell building unit, the main body of cylindrical shell 1 is by axial girder steel 4 and annular
The sufficiently large cage modle steel structure body of draw ratio that girder steel 5 is constituted, is divided into several printing opacities section 2 and light tight section in the longitudinal direction
3, the outer steel shell 6 and internal layer box hat 7 of preservative treatment are provided with light tight section 3 of cage modle steel structure body；The cage modle of printing opacity section 2
It is aided with circular light transmissive material plate in steel structure body（Ribbon skylight）, it is equipped with door and window, natural light reflection, loses facility（After focusing,
Lost with optical fiber cable）Deng daylighting facility, internal only arrangement printing opacity walkway is mainly used in the interior architectural applications of cylindrical shell 1
The daylighting of thing.
Building inside cylindrical shell 1 is made up of multilayer room 12, is main work, living space.
Filled with level pressure nitrogen between the outer steel shell 6 and internal layer box hat 7 of cylindrical shell building unit, except there is antisepsis
Outside, the elasticity of housing is also increased, them is changed into leptoprosopy contact from linear contact lay, further improves stress and damping characteristics,
When below 9 degree of earthquake intensity, the frictional damping of this structure and multilayer material and cushioning effect can significantly consume earthquake or strong
Power explosion energy, so as to ensure that monolithic architecture is moved in the elastic range that design allows, without substantially destruction, dimension is not required to after calamity
Repair or maintenance cost is extremely low.
Annular water tank is partially provided between outer steel shell 6 and internal layer box hat 7.Water tank is set, except deposit fire-fighting, life
With the effect for outside water, also acting constant temperature and fire resisting, energy-saving effect and security are further increased.
The inside of outer steel shell 6 is equipped with many set rollers or ball 11, then is aided with gravitational equilibrium measure, can so make internal layer box hat
Room within 7, in superpower seismic process, violent rolling does not occur yet, and keeps vertical substantially, protection old man and
Child is not also injured.
From the inner surface of internal layer box hat 7, refractory insulating layer 8, puigging 9 and decorative layer 10 are disposed with.Hold respectively
Load subtracts quick-fried, fire resisting, insulation, fire-fighting, sound insulation, the function of energy-conservation.
Above-mentioned cylindrical shell building unit, according to the investment situation of multilayer room building, also can directly using door and window and
Optical cable daylighting, without setting printing opacity section 2.
Referring to Fig. 3, a kind of inexpensive modular earthquake-resistant structure thing all accumulated by cylindrical shell building unit, by
Inexpensive basis 13, the gravel frictional damping layer 14 being arranged on inexpensive basis 13, gravel is deposited in overlapped way rubbed
Wipe the cylindrical shell building unit heap on damping layer 14, the profile limiting frame being arranged on outside cylindrical shell building unit heap
15 are constituted, and are connected between transversely arranged adjacent two cylindrical shell 1 by flexible reinforcement, outside cylindrical shell building unit heap
Both sides, are respectively arranged with profile limiting frame 15, the top of the Vierendeel girder 16 of both sides profile limiting frame 15 is by limitation bearing 17
It is hinged, the prestretching with balancing weight 19 is provided between the bottom of Vierendeel girder 16 and low cost basis 13 of profile limiting frame 15
Stress assembly pulley 18, the four sides of monolithic architecture thing is provided with view balcony 20.
Profile limiting frame 15 outside cylindrical shell building unit heap together with the flexible reinforcement between cylindrical shell 1,
The cylindrical shell 1 of ragged edge can be prevented in the earthquake that oversteps the extreme limit（Or strength is exploded）When to outer rolling, and prevent that this motion can
The greater impact destruction result that can be produced.
Referring to Fig. 4, the flexible reinforcement between adjacent column housing 1 includes many A lacing wires 21 and a variety of B lacing wires 22, A of Duo Gen
Lacing wire 21 is by two fixed drawknot ends（The U-loop made by low-carbon round steel is recommended to be welded on cylindrical shell 1）It is horizontally disposed in
In gap between two adjacent column housings 1.
It is made up of referring to Fig. 5 and Fig. 4, A lacing wire 21 flower basket bolt 211, steel wire rope A212 and steel cable clamp 213, wherein
Prestressing force adjuster when flower basket bolt 211 is as initial install, by adjusting flower basket bolt 211, makes up to the bullet of setting
Property tension scope, this is to ensure monolithic architecture thing under 9 degree earthquake intensity still in the elastic key rocked（Dimension is not required to after shake
Repair）；Steel wire rope A212 is one section of elasticity steel wire rope beam, as pulling force increase is constantly elongated to final fracture.Such a connection knot
Structure can many connections in groups applied to each cylindrical shell 1.
The design philosophy of above-mentioned A lacing wires 21 is, when below 9 degree of earthquake intensity, only keeps elastic deformation and stress, and with
The frictional damping of gravel frictional damping layer 14 and cushioning effect together, can significantly consume seismic energy, so as to ensure overall build
Build in the elastic range allowed in design and move, without substantially destruction, be not required to maintenance after calamity or maintenance cost is extremely low；It is strong in earthquake
More than 9 degree or strength explosion time are spent, is plastically deformed, and then is broken, occurring rolling slump for cylindrical shell 1 provides space.
Referring to Fig. 6 and Fig. 4, B lacing wire 22 by steel wire rope B221, default extension 222, determine the structure of frictional resistance compactor 223
Into, by the difference of the default length of extension 222,22 points of B lacing wires are plurality of specifications, including the first B lacing wires, the 2nd B lacing wires ...,
N B lacing wires, every kind of lacing wire is many；
The design philosophy of above-mentioned B lacing wires 22 is, when below 9 degree of earthquake intensity, does not stress；In more than 9 degree of earthquake intensity or strong
After power explosion time, A lacing wires 21 are broken, B lacing wires 22 start progressively to be stretched under larger frictional resistance, and more slowly increase is drawn
Power, this pulling force has caught the cylindrical shell 1 on upper strata, prevents it from occurring severe impact or quick slump, when the cylindrical shell on upper strata
During 1 0.2-0.3 diameter height of slump of body（This scope is adjustable）, plastic deformation takes place in B lacing wires 22, and then is broken.
Specific first B lacing wires, the 2nd B lacing wires ... the design philosophy of N B lacing wires is：
First B lacing wires, below 9 degree of earthquake intensity and before B lacing wires 22 are broken, do not stress；In more than 9 degree of earthquake intensity（Or
Strength is exploded）After B lacing wires 22 are broken, the first B lacing wires start progressively to be stretched under larger frictional resistance, and more slowly increase
Pulling force, this pulling force continues to catch the cylindrical shell 1 on upper strata, prevents it from occurring severe impact or quick slump, when the circle on upper strata
During 1 0.4-0.5 diameter height of slump of post housing, plastic deformation takes place in the first B lacing wires, and then is broken.
2nd B lacing wires, below 9 degree of earthquake intensity and before the first B lacing wires fracture, do not stress；9 degree of earthquake intensity with
On（Or strength is exploded）After first B lacing wires fracture, the 2nd B lacing wires start progressively to be stretched under larger frictional resistance, and compared with
Slowly increase pulling force, this pulling force continues to catch the cylindrical shell 1 on upper strata, prevent it from occurring severe impact or quick slump, when
During 1 0.6-0.7 diameter height of slump of cylindrical shell on upper strata, plastic deformation takes place in the 2nd B lacing wires, and then is broken.
By that analogy, N B lacing wires do not stress below 9 degree of earthquake intensity and before N-1 B lacing wires fracture；On ground
Shake more than 9 degree of earthquake intensity（Or strength is exploded）After foregoing N-1B lacing wires fracture, N B lacing wires start under larger frictional resistance
Progressively it is stretched, and more slowly increases pulling force, because the length of its default extension 222 is the several times of the diameter of cylindrical shell 1, i.e.,
Make under super earthquake conditions, the complete slump of cylindrical shell 1 to level land, N B lacing wires are not stretched also completely, still to circle
The rolling of post housing 1 has certain restriction effect.
Obviously, by above-mentioned design philosophy, more kinds of lacing wires can be designed, i.e., various lacing wire relay alternatings make cylindrical shell 1
The slow slump process that rolls is continuously obtained control.
Referring to Fig. 7-Fig. 9, a kind of low cost being combined by cylindrical shell building unit Dui Yu centers cuboid building 23
Modular earthquake-resistant structure thing, by inexpensive basis 13, the gravel frictional damping layer 14 being arranged on inexpensive basis 13, with layer
Folded mode be deposited in gravel frictional damping layer 14 on cylindrical shell building unit heap, be placed in cylindrical shell building unit heap
Center cuboid building 23, the profile limiting frame 15 that is arranged on outside cylindrical shell building unit heap constitute, it is transversely arranged
Adjacent two cylindrical shell 1 between by flexible reinforcement be connected, flexible reinforcement connected mode and frame mode phase shown in earlier figures 4
Together, the top of Vierendeel girder 16 of profile limiting frame 15 is cut with scissors by limiting the two sides of bearing 17 and center cuboid building 23 respectively
Connect, the pre-tensile stress assembly pulley 18 with balancing weight 19 is respectively arranged between the bottom of Vierendeel girder 16 and low cost basis 13；It is overall
The four sides of building sets view balcony 20.
Center cuboid building 23 is normal steel structure combined type building, and bosom is provided with elevator 24 and daylighting day
Well 25；Flexible reinforcement is provided between the bearing soleplate of center cuboid building 23 and low cost basis 13, flexible reinforcement is used
Many A lacing wires 21 and a variety of B lacing wires 22 of Duo Gen shown in Fig. 5, Fig. 6.
Center cuboid building 23 is compared with existing high resiliency, the thin and tall building of high flexibility, and essential distinction is：The latter is anti-
Only limit earthquake or the overall quick rollover of strength explosion time（Destructive power can be very big）, between basis and building and basis
The requirement of connection is very high, invests also very big；And the both sides of center cuboid building 23 of the present invention, cylindrical shell 1 has been piled with, they
During slump is rolled, power also is surrounded and protected there are still level, and be enough to prevent center cuboid building 23 ultimately
Shake or the overall quick rollover of strength explosion time.
Inexpensive modular earthquake-resistant structure thing described in above-described embodiment, substantially in ridge-roof type, bottom is big, top is small, from
The scattered stress of building is fundamentally solved the problems, such as, can be under relatively low construction cost, under design limit earthquake intensity（9
Even more than 9 degree of degree）, very firm can also stand erect.More than design limit earthquake intensity（Or strength is exploded）, can be by setting
Sequence of having the records of distance by the log relatively slowly rolls slump, without occurring larger impact, it is possible to reduce recover after the loss of personnel and property, calamity
It hurry up, and expense is low.
Especially cylindrical shell building unit heap, almost one steel warehouse, refitting can be refined again, both meets recycling economy
Theory, the promotion combined steel structural construction development policies also put into effect in the recent period with China is consistent.
Above-described embodiment is only to present invention explanation for example.Those skilled in the art can be right
Described specific embodiment is made various modifications or supplement or substituted using similar mode, but without departing from this hair
Bright spirit surmounts scope defined in appended claims.
Claims (10)
1. a kind of cylindrical shell building unit, including cylindrical shell（1）, it is characterised in that：Cylindrical shell（1）Main body be by axle
To girder steel（4）With annular girder steel（5）The sufficiently large cage modle steel structure body of the draw ratio of composition, is disposed with one layer or many inside it
Layer room（12）The building of composition.
2. cylindrical shell building unit according to claim 1, it is characterised in that：Cage modle steel structure body includes printing opacity section
（2）With light tight section（3）, light tight section（3）Cage modle steel structure body on be provided with the outer steel shell of preservative treatment（6）And internal layer
Box hat（7）；Printing opacity section（2）Cage modle steel structure body in be aided with circular light transmissive material plate, and be equipped with daylighting facility.
3. cylindrical shell building unit according to claim 2, it is characterised in that：Outer steel shell（6）With internal layer box hat（7）
Between filled with level pressure nitrogen.
4. cylindrical shell building unit according to claim 2, it is characterised in that：Outer steel shell（6）With internal layer box hat（7）
Between be partially provided with annular water tank.
5. cylindrical shell building unit according to claim 2, it is characterised in that：Outer steel shell（6）Inside is equipped with many sets
Roller or ball（11）.
6. cylindrical shell building unit according to claim 2, it is characterised in that：From internal layer box hat（7）Inner surface rise,
It is disposed with refractory insulating layer（8）, puigging（9）And decorative layer（10）.
7. the inexpensive modular earthquake-resistant structure that a kind of cylindrical shell building unit as described in claim any one of 1-6 is constituted
Thing, it is characterised in that：Including inexpensive basis（13）, be arranged on inexpensive basis（13）On gravel frictional damping layer
（14）, be deposited in overlapped way gravel frictional damping layer（14）On cylindrical shell building unit heap, transversely arranged phase
It is connected between adjacent cylindrical shell building unit by many a variety of flexible reinforcements, two outside cylindrical shell building unit heap
Side, is respectively arranged with profile limiting frame（15）, both sides profile limiting frame（15）Vierendeel girder（16）Top by limitation axle
Hold（17）It is hinged, profile limiting frame（15）Vierendeel girder（16）Bottom and low cost basis（13）Between be provided with band and match somebody with somebody
Pouring weight（19）Pre-tensile stress assembly pulley（18）, the four sides of monolithic architecture thing is set by view balcony（20）.
8. the inexpensive modular earthquake-resistant structure thing that cylindrical shell building unit according to claim 7 is constituted, its feature
It is：Flexible reinforcement includes A lacing wires（21）With B lacing wires（22）, A lacing wires（21）By flower basket bolt（211）, steel wire rope A（212）With
Steel cable clamp（213）Constitute, A lacing wires（21）For many；B lacing wires（22）By steel wire rope B（221）, default extension（222）、
Determine frictional resistance compactor（223）Constitute, by default elongation segment length（222）Difference, B lacing wires（22）It is divided into plurality of specifications,
Including the first B lacing wires, the 2nd B lacing wires ..., N B lacing wires, every kind of lacing wire is many.
9. the inexpensive modular earthquake-resistant structure that a kind of cylindrical shell building unit as described in claim any one of 1-6 is constituted
Thing, it is characterised in that：Including inexpensive basis（13）, be arranged on inexpensive basis（13）On gravel frictional damping layer
（14）, be deposited in overlapped way gravel frictional damping layer（14）On cylindrical shell building unit heap, transversely arranged phase
It is connected between adjacent two cylindrical shell building units by many a variety of flexible reinforcements, in being provided with cylindrical shell building unit heap
Heart cuboid building（23）, cylindrical shell building unit heap outside both sides are respectively arranged with profile limiting frame（15）, often outside side
Shape limiting frame（15）Vierendeel girder（16）Top is by limiting bearing（17）With center cuboid building（23）It is hinged at,
Profile limiting frame（15）Vierendeel girder（16）Bottom and low cost basis（13）Between be respectively arranged with band balancing weight（19）'s
Pre-tensile stress assembly pulley（18）.
10. the inexpensive modular earthquake-resistant structure thing that cylindrical shell building unit according to claim 9 is constituted, its feature
It is：Center cuboid building（23）For normal steel structure combined type building, bosom is provided with elevator（24）And daylighting
Courtyard（25）；Center cuboid building（23）Bearing soleplate and low cost basis（13）Between be provided with flexible reinforcement, elasticity
Lacing wire includes A lacing wires（21）With B lacing wires（22）, A lacing wires（21）By flower basket bolt（211）, steel wire rope A（212）And wire line shoe
Button（213）Constitute, A lacing wires（21）For many；B lacing wires（22）By steel wire rope B（221）, default extension（222）, fixed friction resistance
Force compactor（223）Constitute, by default elongation segment length（222）Difference, B lacing wires（22）It is divided into plurality of specifications, including the first B
Lacing wire, the 2nd B lacing wires ..., N B lacing wires, every kind of lacing wire is many；The four sides of monolithic architecture thing sets view balcony
（20）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610864778.6A CN107288234B (en) | 2016-09-30 | 2016-09-30 | Cylindrical shell building unit and low-cost modular earthquake-resistant building formed by same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610864778.6A CN107288234B (en) | 2016-09-30 | 2016-09-30 | Cylindrical shell building unit and low-cost modular earthquake-resistant building formed by same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107288234A true CN107288234A (en) | 2017-10-24 |
| CN107288234B CN107288234B (en) | 2023-07-28 |
Family
ID=60095475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610864778.6A Active CN107288234B (en) | 2016-09-30 | 2016-09-30 | Cylindrical shell building unit and low-cost modular earthquake-resistant building formed by same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107288234B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403491A (en) * | 2018-11-20 | 2019-03-01 | 三峡大学 | The device and construction method for eliminating seismic energy are built using bradyseism round tube |
| CN109763567A (en) * | 2018-03-13 | 2019-05-17 | 王维奇 | One kind, which has, stablizes prestressed structural unit body and its application and preparation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201011174Y (en) * | 2007-03-13 | 2008-01-23 | 中国矿业大学 | Anti-shock anti-deformation duplicate protecting structure of steel structure buildings |
| JP2014125859A (en) * | 2012-12-27 | 2014-07-07 | Meiko Construction Co Ltd | Earthquake-resistant reinforcement method and earthquake-resistant reinforcement structure |
| CN206053495U (en) * | 2016-09-30 | 2017-03-29 | 唐山精研实业有限责任公司 | The inexpensive modular earthquake-resistant structure thing of cylindrical shell building unit and its composition |
-
2016
- 2016-09-30 CN CN201610864778.6A patent/CN107288234B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201011174Y (en) * | 2007-03-13 | 2008-01-23 | 中国矿业大学 | Anti-shock anti-deformation duplicate protecting structure of steel structure buildings |
| JP2014125859A (en) * | 2012-12-27 | 2014-07-07 | Meiko Construction Co Ltd | Earthquake-resistant reinforcement method and earthquake-resistant reinforcement structure |
| CN206053495U (en) * | 2016-09-30 | 2017-03-29 | 唐山精研实业有限责任公司 | The inexpensive modular earthquake-resistant structure thing of cylindrical shell building unit and its composition |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763567A (en) * | 2018-03-13 | 2019-05-17 | 王维奇 | One kind, which has, stablizes prestressed structural unit body and its application and preparation method thereof |
| CN109403491A (en) * | 2018-11-20 | 2019-03-01 | 三峡大学 | The device and construction method for eliminating seismic energy are built using bradyseism round tube |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107288234B (en) | 2023-07-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206053495U (en) | The inexpensive modular earthquake-resistant structure thing of cylindrical shell building unit and its composition | |
| CN204919987U (en) | Prestressing force sways and exposes formula column base | |
| CN101016755A (en) | Geiger dome system having mitigatory function | |
| CN107288234A (en) | The inexpensive modular earthquake-resistant structure thing of cylindrical shell building unit and its composition | |
| CN102587692A (en) | Mixed integrated high-rise structural system | |
| CN100487213C (en) | Beam string structure having load alleviation function and implementing method | |
| CN108685383A (en) | A kind of lifting double-layer earthquake-resistant safe bed | |
| CN103233526A (en) | Reinforcement layer with variable damping | |
| CN107237419A (en) | The earthquake isolating equipment that a kind of shock isolating pedestal in the case of drawing is pressurized all the time | |
| CN104775544B (en) | A kind of arrangement of reinforcement grout building block is combined coupling beam energy dissipation type coupled wall and preparation method | |
| CN106894506A (en) | A kind of large span can breathing structure system | |
| CN114016763B (en) | Independent type cave dwelling reinforcing system | |
| CN107063020A (en) | A kind of hole stake Excavation blasting flyrock protection device | |
| CN113863710B (en) | Energy-consuming swing substructure and method for reinforcing existing building | |
| CN102561516B (en) | Sphere joint fixing support with effect of relieving internal force of stay rope | |
| CN208072692U (en) | A kind of building shearing wall bearing construction of high intensity | |
| CN203238806U (en) | Reinforced layer of variable damper | |
| CN207879048U (en) | A kind of pre- protection diamond shape silk screen | |
| CN206655321U (en) | A kind of latticed shell structure across two layer of space greatly | |
| CN102251698A (en) | Rotating thin-shell duplex type house anti-seismic safety survival facility manufactured by thin plates | |
| CN201835509U (en) | Supporting platform for closing of large-span building roof | |
| CN106522635A (en) | anti-seismic danger-prevention escape room in building | |
| CN206655315U (en) | A kind of large span can breathing structure system | |
| CN112696078B (en) | Frame-core tube energy dissipation system with distributed swinging core tubes | |
| RU2780895C1 (en) | Cable-stayed coverage for seismically hazardous areas |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |