CN105386532B - A kind of archaized building structure antidetonation system - Google Patents
A kind of archaized building structure antidetonation system Download PDFInfo
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- CN105386532B CN105386532B CN201510874663.0A CN201510874663A CN105386532B CN 105386532 B CN105386532 B CN 105386532B CN 201510874663 A CN201510874663 A CN 201510874663A CN 105386532 B CN105386532 B CN 105386532B
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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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Abstract
The present invention relates to a kind of archaized building structure antidetonation system, include pillar interconnection anti-seismic structure, load-bearing anti-seismic structure, wall window anti-seismic structure, framework anti-seismic structure and roof successively from bottom to up；The pillar interconnection anti-seismic structure includes pillar construction unit, and the adjacent pillar construction unit is connected with each other by the first joint, and the pillar construction unit includes middle pillar anti-seismic structure and bottom pillar anti-seismic structure；The load-bearing anti-seismic structure includes gold stand, sets of brackets on top of the columns structure, the first wall body structure and corridor rod structure；The wall window anti-seismic structure includes the second wall body structure and window frame structure, and the window frame structure includes window frame and windowsill；The framework anti-seismic structure includes beam, post, sets of brackets on top of the columns and the 3rd joint；The roof is made up of the splicing of roof boarding, roof beam and purlin.The characteristics of a kind of archaized building structure antidetonation system proposed by the present invention has the overall connection in basis, horizontal vertical respectively to flexibility, anti seismic efficiency is notable.
Description
Technical field
One kind is provided with pillar interconnection anti-seismic structure, load-bearing anti-seismic structure, wall window anti-seismic structure, framework to resist
Shake structure, with it is basic overall be coupled, horizontal vertical respectively to flexibility the characteristics of, the significant archaized building structure antidetonation of anti seismic efficiency
System.Belong to building aseismicity technology and application field, it is adaptable to building construction and modern construction engineering in building in the style of the ancients engineering
Build.
Background technology
Chinese ancient architecture material gradually enriches with the development of society and the progress of technology.Wherein, the use of structural material
Main influenced by two factors, one is easy for gathering materials on the spot, and utilizes nature material；Two be entering for construction material production technology
Step.Therefore, the structural material of Chinese ancient architecture divides from source of drawing material, can be divided into two major classes；One class is natural material, including wood
Material, bamboo wood, stone material, rammed earth, sun-dried mud brick, rattan rope class；Equations of The Second Kind is artificial material, including clay brick and metal material, wherein metal
Material is mainly iron.
However, China be in the multiple area of earthquake disaster, timber structure ancient architecture after it experienced long-term use, due to
Its original structure is unreasonable, material ageing, and various natures and human factor the reason such as damage, reduce shock resistance,
Under geological process, suffer heavy losses, therefore it is very urgent to carry out the Seismic Resistance And Disaster Reduction research work of timber structure ancient architecture.Ancient building
According to the degree of destruction, four kinds of earthquakes such as disturbance can be divided into, damage, destroy, collapsing.Wood-structure old building produces the main of earthquake
Reason mainly has that earthquake intensity is excessive, wood-structure old building lacks the timely reason such as repairerment, construction problem.
Although using modes such as vertical multidirectional shock insulation, sets of brackets on top of the columns damping, mortise-tenon joint power consumptions in existing wood-structure old building
Come antidetonation, damping, relatively good engineering effort is also achieved under suitable engineering background and geological conditions, but timber structure is ancient
Material all relies on a large amount of wood materials with main finishing material in building, is unfavorable for forest greening protection；It is unfavorable for fire safety；
Big layout skyscraper can not be built, it is impossible to adapt to spatial development of the Chinese ancient architecture in modern building technology, and spatial diversity
Change, the social demand of life-stylize；Ancient architecture scale, Standardization Construction can not be realized；Construction is slow, duration overlength；Integrated cost
It is too high；More can not innovation and development ancient Chinese Traditional Architectural Art world's building field promotion and popularization.
In summary, in order to realize ancient architecture scale, Standardization Construction, need invention one kind badly at present and be provided with pillar interconnection
Anti-seismic structure, load-bearing anti-seismic structure, wall window anti-seismic structure, framework anti-seismic structure, with it is basic overall be coupled, horizontal vertical respectively to
Flexible the characteristics of, the significant archaized building structure antidetonation system of anti seismic efficiency.
The content of the invention
The characteristics of present invention proposition one kind has the overall connection in basis, horizontal vertical respectively to flexibility, the intensity of overall pillar
The archaized building structure antidetonation system good with shock resistance, solves the basis of pillar present in prior art wood-structure old building nothing
Anti seismic efficiency, can not realize under ancient architecture scale, Standardization Construction, geological process have vulnerability the problems such as.
In order to solve the above-mentioned technical problem, the technical scheme is that：
A kind of archaized building structure antidetonation system, includes pillar interconnection anti-seismic structure, load-bearing antidetonation knot successively from bottom to up
Structure, wall window anti-seismic structure, framework anti-seismic structure and roof；The pillar interconnection anti-seismic structure includes pillar construction unit, adjacent
The pillar construction unit is connected with each other by the first joint, and the pillar construction unit includes middle pillar anti-seismic structure and bottom
Portion's pillar anti-seismic structure；
The load-bearing anti-seismic structure includes gold stand, sets of brackets on top of the columns structure, the first wall body structure and corridor rod structure, the sets of brackets on top of the columns knot
Structure, the first wall body structure and corridor rod structure are arranged in the gold stand；
The wall window anti-seismic structure includes the second wall body structure and window frame structure, and the window frame structure includes window frame and window
Platform；
The framework anti-seismic structure includes beam, post, sets of brackets on top of the columns and the 3rd joint, and the adjacent beam is connect by the 3rd joint
Close, form net plane layer；Between the beam, post by above and below the 3rd joint or sets of brackets on top of the columns, left and right engage, formed framework knot
Structure, and locked by high-strength bolt；
The roof is made up of the splicing of roof boarding, roof beam and purlin.
Further, the middle pillar anti-seismic structure includes middle pillar, and the middle pillar top is provided with damping
Rubber blanket, the middle pillar bottom is disposed with the first spring, steel ball and plectane of blocking, and the steel ball and middle pillar are same
The heart；Metal bucket is additionally provided with the outside of the middle pillar, the metal bucket top is provided with cover plate, the metal bucket and the middle pillar
Anti-corrosion liquid is injected with the space of formation, the yielding rubber pad top is provided with iron covering, described steel ball one end and the first spring
Free end is abutted, the relative other end and the plectane clamping of blocking.
The bottom pillar anti-seismic structure includes bottom pillar, gold stand pillar mortar and metal bucket, the bottom pillar and metal bucket
It is arranged in the gold stand pillar mortar, the bottom pillar, metal bucket and gold stand pillar mortar are concentric；The bottom pillar top is provided with
With the arc groove of the steel ball bottom connection, the metal bucket is arranged in the gold stand pillar mortar bottom, the metal bucket and is provided with
3rd spring, the bottom pillar bottom is abutted with the 3rd spring free end, and the metal bucket is formed with the bottom pillar
Space in be injected with silicone oil damping fluid.
Circumferentially uniformly it is laid between second spring, second spring and gold stand the pillar mortar on the outside of the bottom pillar
It is connected with spring and compresses piece and the second compression piece by piece, first.
The wall window anti-seismic structure includes window frame structure and the one of which of the second wall body structure or two kinds of structures；The window
There is Tenon interface on mount structure and the second wall body structure periphery, can be engaged with Tenon；The window frame structure, the second wall body structure and institute
Beam, post is stated to engage by Tenon.
The sets of brackets on top of the columns structure includes being fixed on principal column and frame in the gold stand successively arch of crisscross superposition, institute on principal column
The end for stating arch is provided with the bucket component that arch is installed for being superimposed, and the bucket component includes sitting bucket, anti-bucket, Feng Doutou and dissipates bucket,
The arch and bucket component are connected by joinery and its construction intersecting.
First wall body structure includes connecting plate and brick body, and is arranged between the adjacent principal column, the connecting plate and brick
Body and the principal column mortise-tenon joint.
The corridor rod structure includes corridor post and corridor post interts beam, and the corridor post interts beam with corridor post and is connected by the second joint
Connect, the corridor top end is struggled against provided with top, the corridor post interts is surrounded by Feng Doutou outside beam.
The engagement Tenon mouthful of the principal column and first wall body structure or windowsill, using the centrally directed building in the style of the ancients of Tenon
Eccentric structure on the outside of structure；The engagement of the post and second wall body structure or windowsill on the outside of archaized building structure
Tenon mouthful, using the eccentric structure on the outside of the centrally directed archaized building structure of Tenon.
The beam, post, roof boarding, purlin, brick body, window frame are by two kinds in modified polyvinyl chloride, filler and metal liner
Or three kinds of compositions, the filler is wood powder, stalk, flyash, precipitated calcium carbonate, waste plastics, rubber or paraffin, the metal
Serve as a contrast as steel, iron material, aluminium, copper material or alloy, the beam or rod structure include successively from outside to inside the modified polyvinyl chloride,
Filler, metal liner and filler, the roof boarding, purlin or brick laying structure include the modified polyvinyl chloride successively from outside to inside
Alkene and filler, the window frame structure include the modified polyvinyl chloride, filler and metal liner, the window successively from outside to inside
Metal liner in mount structure is hollow-core construction.By the composite based on metal structure to replace traditional big wood of Chinese ancient architecture
Material, outside the weight-bearing characteristics for ensureing not reducing traditional big wood, improves 1-3 times of weight capacity；Service life has exceeded tradition
Summer wood material；Using modified polyvinyl chloride corrosion resistance and the elasticity of packing material, disaster hidden-trouble is eliminated, while improving anti-
Rotten and shock resistance.
The characteristics of present invention has following and beneficial effect：
(1) new pillar interconnection anti-seismic structure, load-bearing anti-seismic structure, one in archaized building structure antidetonation system of the present invention
Change being applied in combination for wall window anti-seismic structure and superposability framework anti-seismic structure, high level can not be laid out greatly by solving Chinese ancient architecture
The problem of building, ancient architecture scale, Standardization Construction can be achieved.
(2) new pillar interconnects anti-seismic structure by setting middle pillar anti-seismic structure and bottom pillar anti-seismic structure, and
It is aided with spring assembly one anti-seismic structure of formation in middle pillar and bottom pillar, when bottom pillar, which is produced, to be moved horizontally, in
Between the steel ball of pillar anti-seismic structure, spring assembly the arc groove of bottom pillar produce it is relative slide, instantaneous sliding motion distance is bigger,
Spring compression is bigger, and moment resistance is also bigger, thus plays damping action for middle pillar opposing floor portion pillar；Meanwhile,
Due to house Gravitative Loads, middle pillar can solve what is occurred due to earthquake by steel ball and bottom pillar automatic centering
Base, post skew problem.
(3) bottom pillar is mutually unified into an entirety in the same direction and dynamic by pillar interconnection anti-seismic structure by the first joint, is increased
The intensity and shock resistance of strong entirety pillar, improve the pillar anti-seismic technology of Chinese ancient architecture, with basic overall connection, level
It is vertical each to flexibility the characteristics of, the rigid structure on modern architecture basis can be greatly avoided without shock insulation action weaken, while to upload
Pass the drawbacks of seismic wave is brought.
(4) the sets of brackets on top of the columns structure set in load-bearing anti-seismic structure by height mix, the bucket of different directions, arch component, from
The seismic wave come is caught in bottom, and successively multiple spot is decomposed step by step.
(5) combination between superposability framework anti-seismic structure center pillar and beam, between Liang Yuliang, is engaged, high using joint
Strength bolts are locked, and a layer framework is turned into a steel-frame structure, and every layer of framework comes load-bearing and damping using sets of brackets on top of the columns.Due to
The damping of the high intensity of beam, column material in itself, good ductility, the ductility of frame structure in itself, and sets of brackets on top of the columns, whole framework
The System forming framework anti-seismic structure of high intensity.
(6) the second wall body structure and window frame structure that integrated wall window anti-seismic structure is set pass through Tenon, concavo-convex interface phase
Connect, breach between brick, brick and pillar, brick link unstable problem with window with plaster etc..Due to the bullet of composite
Property material and Tenon with deformability mouthful, total, which has, buffers each shock resistance to pressure.
(7) wall, windowsill on the outside of archaized building structure is engaged by the principal column with eccentric Tenon mouthful, post Tenon, even if
Wall, windowsill collapse, and can only be oriented to outside room, can protect to big degree people within doors, object, safety benefit significantly, anti seismic efficiency
It is good.
(8) beam, post, roof boarding, purlin, brick body, window frame be by based on metal structure, the composite supplemented by filler with
The traditional Chinese ancient architecture summer wood material of substitution, outside the weight-bearing characteristics for ensureing not reducing traditional big wood, improves weight capacity 1-3
Times；Service life has exceeded traditional summer wood material；Eliminate disaster hidden-trouble；Improve anti-corrosion and shock resistance；Composite is given birth to
Appearance color one-shot forming in production, has reduced the painting technology of complexity, it is ensured that the outward appearance of composite and the texture of timber, with
And the texture after surface coloring is close, and extend maintenance time.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, without having to pay creative labor, may be used also
To obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is a kind of structural representation of archaized building structure antidetonation system of the invention；
Fig. 2 interconnects the top view of anti-seismic structure for a kind of archaized building structure antidetonation system paranthine of the invention；
Fig. 3 interconnects the knot of anti-seismic structure paranthine construction unit for a kind of archaized building structure antidetonation system pillar of the invention
Structure schematic diagram；
Fig. 4 is the structural representation of middle pillar anti-seismic structure in a kind of archaized building structure antidetonation system of the invention；
Fig. 5 is the structural representation of bottom pillar anti-seismic structure in a kind of archaized building structure antidetonation system of the invention；
Fig. 6 is the top view of bottom pillar anti-seismic structure in a kind of archaized building structure antidetonation system of the invention；
Fig. 7 is sectional view of the bottom pillar anti-seismic structure along line A-A in a kind of archaized building structure antidetonation system of the invention；
Fig. 8 is the structural representation of load-bearing anti-seismic structure in a kind of archaized building structure antidetonation system of the invention；
Fig. 9 is the top view of sets of brackets on top of the columns structure in a kind of archaized building structure antidetonation system load-bearing anti-seismic structure of the invention；
Figure 10 is the structural representation of sets of brackets on top of the columns structure in a kind of archaized building structure antidetonation system of the invention；
Figure 11 is the structural representation of the first wall body structure in a kind of archaized building structure antidetonation system of the invention；
Figure 12 is the structural representation of corridor rod structure in a kind of archaized building structure antidetonation system of the invention；
Figure 13 is the structural representation of wall window anti-seismic structure in a kind of archaized building structure antidetonation system of the invention；
Figure 14 is a kind of top view of archaized building structure antidetonation system middle frame anti-seismic structure of the invention；
Figure 15 is a kind of structural representation of archaized building structure antidetonation system middle frame anti-seismic structure of the invention；
Figure 16 is the structural representation on roof in a kind of archaized building structure antidetonation system of the invention；
Figure 17 is a kind of archaized building structure antidetonation system one embodiment center pillar of the invention, beam, brick body, roof boarding, window
The structural representation of frame, purlin.
In figure, 1- pillars interconnection anti-seismic structure；2- load-bearing anti-seismic structures；3- wall window anti-seismic structures；4- framework anti-seismic structures；
5- roofs；Pillar anti-seismic structure in the middle of 6-；7- bottoms pillar anti-seismic structure；The joints of 8- first；9- metal buckets；10- iron coverings；In 11-
Between pillar；The springs of 12- first；13- steel balls；14- blocks plectane；15- cover plates；16- yielding rubber pads；17- bottoms pillar；18-
Spring leans on piece；19- first compresses piece；20- second compresses piece；21- gold stand pillar mortars；22- second springs；The springs of 23- the 3rd；
24- arc grooves；25- gold stand；26- sets of brackets on top of the columns structures；The wall body structures of 27- first；28- corridors rod structure；31- principal columns；32- sits bucket；33-
Anti- bucket；34- encircles；35- end sockets；36- dissipates bucket；37- brick bodies；38- connecting plates；39- corridors post；The joints of 40- second；41- tops bucket；42- corridors
Post interts beam；43- posts；44- beams；45- window frames；46- windowsills；The wall body structures of 47- second；48- window frame structures；49- sets of brackets on top of the columns；50-
3rd joint；51- roof boardings；52- roof beams；53- purlins；54- modified polyvinyl chlorides；55- fillers；56- metal liners.
Embodiment
The embodiment to the present invention is described further below in conjunction with the accompanying drawings.Herein it should be noted that for
The explanation of these embodiments is used to help understand the present invention, but does not constitute limitation of the invention.In addition, disclosed below
As long as each of the invention embodiment in involved technical characteristic do not constitute conflict each other and can just be mutually combined.
A kind of structural representation of archaized building structure antidetonation system shown in reference picture 1.A kind of archaized building structure resists
Shake system, includes pillar interconnection anti-seismic structure 1, load-bearing anti-seismic structure 2, wall window anti-seismic structure 3, framework antidetonation successively from bottom to up
Structure 4 and roof 5.
Reference picture 2 and a kind of archaized building structure antidetonation system paranthine shown in Fig. 3 interconnect the top view of anti-seismic structure
The structural representation of anti-seismic structure paranthine construction unit is interconnected with pillar.The pillar interconnection anti-seismic structure 1 includes pillar knot
Structure unit, the adjacent pillar construction unit is connected with each other by the first joint 8, and the pillar construction unit includes middle pillar
Anti-seismic structure 6 and bottom pillar anti-seismic structure 7.New pillar interconnection anti-seismic structure 1 is by setting the middle He of pillar anti-seismic structure 6
Bottom pillar anti-seismic structure 7, and it is aided with spring assembly one anti-seismic structure of formation in middle pillar 11 and bottom pillar 17.Pillar
Bottom pillar 17 in the adjacent pillar construction unit is mutually unified into one in the same direction simultaneously by interconnection anti-seismic structure 1 by the first joint
Dynamic entirety, the intensity and shock resistance of the overall pillar of enhancing, improves the pillar anti-seismic technology of Chinese ancient architecture, whole with basis
Body be coupled, horizontal vertical respectively to flexibility the characteristics of, can greatly avoid modern architecture basis rigid structure without shock insulation action weaken,
It is communicated up the drawbacks of seismic wave is brought simultaneously.
The structural representation of pillar anti-seismic structure in the middle of in a kind of archaized building structure antidetonation system shown in reference picture 4.
The middle pillar anti-seismic structure 6 includes middle pillar 11, and the middle top of pillar 11 is provided with yielding rubber pad 16, described
The middle bottom of pillar 11 is disposed with the first spring 12, steel ball 13 and plectane 14 of blocking, the steel ball 13 and middle pillar 11
With one heart；The outside of the middle pillar 11 is additionally provided with metal bucket 9, and the top of metal bucket 9 is provided with cover plate 15, the metal bucket 9 and institute
Anti-corrosion liquid is injected with the space for stating the middle formation of pillar 11.Injected in the space of metal bucket 9 and the middle formation of pillar 11
Anti-corrosion liquid can protect the spring 12 of yielding rubber pad 16 and first to completely cut off air.The top of yielding rubber pad 16 is provided with
Iron covering 10, described one end of steel ball 13 is abutted with the free end of the first spring 12, the relative other end and the clamping of plectane 14 of blocking.
When bottom pillar 17, which is produced, to be moved horizontally, the circle of the steel ball 13 of middle pillar anti-seismic structure 6, spring assembly in bottom pillar 17
Arc groove 24 produces relative slip, and instantaneous sliding motion distance is bigger, and spring compression is bigger, and moment resistance is also bigger, thus intermediolateral column
Damping action is played for the opposing floor portion pillar 17 of stone 11；Simultaneously as house Gravitative Loads, middle pillar 11 can pass through steel
Ball and the automatic centering of bottom pillar 17, solve base, the post skew problem because earthquake occurs.Middle pillar 11 passes through damping rubber
Rubber cushion 16 can also carry out part damping.The anti-corrosion liquid injected in the space of metal bucket 9 and the formation of middle pillar 11 is to completely cut off sky
Gas, can protect the spring 12 of yielding rubber pad 16 and first.
The structural representation of pillar anti-seismic structure in the middle of in a kind of archaized building structure antidetonation system shown in reference picture 5~7
Figure, top view and sectional view.The bottom pillar anti-seismic structure 7 includes bottom pillar 17, gold stand pillar mortar 21 and metal bucket 9, institute
State bottom pillar 17 and metal bucket 9 is arranged in the gold stand pillar mortar 21, the bottom pillar 17, metal bucket 9 and gold stand pillar mortar
21 is concentric；The top of bottom pillar 17 is arranged at institute provided with the arc groove 24 with the bottom connection of steel ball 13, the metal bucket 9
State and the 3rd spring 23 is installed in the bottom of gold stand pillar mortar 21, the metal bucket 9, the bottom of bottom pillar 17 and the 3rd bullet
The free end of spring 23 is abutted, and the metal bucket 9 in the space of the bottom pillar 17 formation with being injected with silicone oil damping fluid.In metal bucket 9
Middle addition silicone oil damping fluid, passes through the active damping link of the spring installed in bottom and side, and top, bottom pillar antidetonation
Structure 7 forms a band damped harmonic oscillation anti-seismic structure.The silicone oil damping fluid added in metal bucket 9 is to completely cut off air, Ke Yibao
The 3rd spring 23 is protected to avoid aoxidizing, corrode；Second spring 22 is if desired for can split out replacing.The outside edge of bottom pillar 17
Ring is uniformly laid with second spring 22, and spring is connected between the second spring 22 and gold stand pillar mortar 21 by piece 18, the
One, which compresses piece 19 and second, compresses piece 20.
The structural representation of load-bearing anti-seismic structure in a kind of archaized building structure antidetonation system shown in reference picture 8.It is described
Load-bearing anti-seismic structure 2 include gold stand 25, sets of brackets on top of the columns structure 26, the first wall body structure 27 and corridor rod structure 28, the sets of brackets on top of the columns structure 26,
First wall body structure 27 and corridor rod structure 28 are arranged in the gold stand 25.
Sets of brackets on top of the columns structure bows in reference picture 9 and a kind of archaized building structure antidetonation system load-bearing anti-seismic structure shown in Figure 10
View and structural representation.The principal column 31 and frame that the sets of brackets on top of the columns structure 26 includes being fixed in gold stand 25 are successively indulged on principal column 31
The arch 34 of traversed by mistake superposition, the end of the arch 34 is provided with the bucket component that arch 34 is installed for being superimposed, and the bucket component includes
Sit bucket 32, anti-bucket 33, end socket 35 and dissipate bucket 36, the arch 34 and bucket component are connected by joinery and its construction intersecting.Load-bearing resists
The sets of brackets on top of the columns structure 26 set in shake structure 2 is mixed by height, the bucket of different directions, arch component, the ground caught from bottom
Successively multiple spot is decomposed seismic wave step by step.
The structural representation of first wall body structure in a kind of archaized building structure antidetonation system shown in reference picture 11.It is described
First wall body structure 27 includes connecting plate 38 and brick body 37, and is arranged between the adjacent principal column 31, the connecting plate 38 and brick body
37 with the mortise-tenon joint of principal column 31.
The structural representation of corridor rod structure in a kind of archaized building structure antidetonation system shown in reference picture 12.The corridor post
Structure 28 includes corridor post 39 and corridor post interts beam 42, and the corridor post 39 interts beam 42 with corridor post and is connected by the second joint 40,
The top of corridor post 39 is provided with top bucket 41, and the corridor post, which interts, is surrounded by envelope bucket 35 outside beam 42.
The structural representation of wall window anti-seismic structure in a kind of archaized building structure antidetonation system shown in reference picture 13.It is described
Wall window anti-seismic structure 3 includes the second wall body structure 47 and window frame structure 48, and the window frame structure 48 includes window frame 45 and windowsill 46；
The windowsill 46 can be with the beam 44, post 43 and the mortise-tenon joint of the second wall body structure 47, and second wall body structure 47 can
With the beam 44, post 43 and the mortise-tenon joint of windowsill 46.The second wall body structure 47 and window frame that integrated wall window anti-seismic structure 3 is set
Structure 48 is connected with each other by Tenon, concavo-convex interface, is breached between traditional brick, brick and pillar, brick are linked not with window with plaster
Firmly the problem of.Elastic material due to composite and the Tenon with deformability mouthful, total have buffer it is each to
The shock resistance of pressure.The windowsill 46 is engaged with the second wall body structure 47 by Tenon；The windowsill 46, the second wall body structure
47 are engaged with the beam 44, post 43 by Tenon.
The top view and knot of a kind of archaized building structure antidetonation system middle frame anti-seismic structure shown in reference picture 14 and 15
Structure schematic diagram.The framework anti-seismic structure 4 includes beam 44, post 43, the joint 50 of sets of brackets on top of the columns 49 and the 3rd, and the adjacent beam 44 passes through institute
State the 3rd joint 50 to engage, form net plane layer；Between the post 43, beam 44 by the joint 50 of the sets of brackets on top of the columns 49 or the 3rd with
The beam is about 44, left and right engagement, forms frame structure, and be fixedly connected by high-strength bolt.Superposability framework antidetonation
Combination between the center pillar 43 of structure 4 and beam 44, between beam 44 and beam 44, is engaged, high-strength bolt locking using the 3rd joint 50,
A layer framework is set to turn into a frame structure, every layer of framework comes load-bearing and damping using sets of brackets on top of the columns 49.Due to beam 44, the material of post 43
The damping of the high intensity of itself, good ductility, the ductility of frame structure in itself, and sets of brackets on top of the columns 49, whole frame system shape
Into the framework anti-seismic structure of high intensity.
The structural representation on roof in a kind of archaized building structure antidetonation system shown in reference picture 16；The roof 5 by
Roof boarding 51, roof beam 52 and the splicing composition of purlin 53.
A kind of archaized building structure antidetonation system one embodiment center pillar, beam, brick body, roof boarding shown in reference picture 17,
The structural representation of window frame, purlin；The beam 44, post 43, roof boarding 51, purlin 53, brick body 37, window frame 45 are by modified polyvinyl chloride
Two or three of composition in alkene 54, filler 55 and metal liner 56, the filler 55 is wood powder, stalk, flyash, lightweight
Calcium carbonate, waste plastics, rubber or paraffin, the metal liner 56 are steel, iron material, aluminium, copper material or alloy, the beam 44 or post
43 structures include the modified polyvinyl chloride 54, filler 55, metal liner 56 and filler 55, the roofing successively from outside to inside
Plate 51, purlin 53 or the structure of brick body 37 include the modified polyvinyl chloride 54 and filler 55, the window frame successively from outside to inside
45 structures include in the modified polyvinyl chloride 54, filler 55 and metal liner 56, the structure of window frame 45 successively from outside to inside
Metal liner 56 be hollow-core construction.By the composite based on metal structure to replace traditional Chinese ancient architecture summer wood material,
Outside the weight-bearing characteristics for ensureing not reducing traditional big wood, 1-3 times of weight capacity is improved；Service life has exceeded traditional big wood
Material；Using the corrosion resistance of modified polyvinyl chloride 54 and the elasticity of filler 55, disaster hidden-trouble is eliminated, while improving anti-corrosion
With shock resistance.And filler 55 has largely used discarded object for filler, including wood chip, stalk, flyash, waste plastics etc.,
Material cost is reduced, has expanded the raw material scope of application, new composite approach is provided using regenerated resources to be a large amount of, it is multiple
Condensation material has good heat-insulating property, passes through sealed space structure, it is ensured that indoor thermal requirements.
New pillar interconnection anti-seismic structure 1, load-bearing anti-seismic structure 2, one in archaized building structure antidetonation system of the present invention
Change being applied in combination for wall window anti-seismic structure 3 and superposability framework anti-seismic structure 4, height can not be laid out greatly by solving Chinese ancient architecture
The problem of layer building, ancient architecture scale, Standardization Construction can be achieved.
Embodiments of the present invention are explained in detail above in association with accompanying drawing, but the invention is not restricted to described implementation
Mode.For a person skilled in the art, in the case where not departing from the principle of the invention and spirit, to these embodiments
A variety of change, modification, replacement and modification are carried out, are still fallen within protection scope of the present invention.
Claims (10)
1. a kind of archaized building structure antidetonation system, it is characterised in that include pillar interconnection anti-seismic structure successively from bottom to up, hold
Weight anti-seismic structure, wall window anti-seismic structure, framework anti-seismic structure and roof；The pillar interconnection anti-seismic structure includes pillar structure list
Member, the adjacent pillar construction unit is connected with each other by the first joint, and the pillar construction unit includes middle pillar antidetonation
Structure and bottom pillar anti-seismic structure；
The load-bearing anti-seismic structure includes gold stand, sets of brackets on top of the columns structure, the first wall body structure and corridor rod structure, the sets of brackets on top of the columns structure, the
One wall body structure and corridor rod structure are arranged in the gold stand；
The wall window anti-seismic structure includes the second wall body structure and window frame structure, and the window frame structure includes window frame and windowsill；
The framework anti-seismic structure includes beam, post, sets of brackets on top of the columns and the 3rd joint, and the adjacent beam is engaged by the 3rd joint,
Form net plane layer；Between the beam, post by above and below the 3rd joint or sets of brackets on top of the columns, left and right engage, formed frame structure,
And locked by high-strength bolt；
The roof is made up of the splicing of roof boarding, roof beam and purlin.
2. archaized building structure antidetonation system according to claim 1, it is characterised in that the middle pillar anti-seismic structure
Including middle pillar, the middle pillar top is provided with yielding rubber pad, and the middle pillar bottom is disposed with first
Spring, steel ball and plectane of blocking, the steel ball and middle pillar are concentric；Metal bucket is additionally provided with the outside of the middle pillar, institute
State in the space that metal bucket top is formed provided with cover plate, the metal bucket and the middle pillar and be injected with anti-corrosion liquid, the damping
Rubber blanket top is provided with iron covering, and described steel ball one end is abutted with the first spring free end, the relative other end and the circle of blocking
Board connects.
3. archaized building structure antidetonation system according to claim 2, it is characterised in that the bottom pillar anti-seismic structure
Including bottom pillar, gold stand pillar mortar and metal bucket, the bottom pillar and metal bucket are arranged in the gold stand pillar mortar, the bottom
Portion's pillar, metal bucket and gold stand pillar mortar are concentric；The bottom pillar top is provided with the arc groove with the steel ball bottom connection, institute
State metal bucket and be arranged in the gold stand pillar mortar bottom, the metal bucket and the 3rd spring is installed, the bottom pillar bottom and institute
The 3rd spring free end abutting is stated, the metal bucket in the space of bottom pillar formation with being injected with silicone oil damping fluid.
4. archaized building structure antidetonation system according to claim 3, it is characterised in that along ring on the outside of the bottom pillar
To it is uniform be laid between second spring, second spring and gold stand the pillar mortar be connected with spring by piece, first compress piece and
Second compresses piece.
5. archaized building structure antidetonation system according to claim 1, it is characterised in that the wall window anti-seismic structure includes
Window frame structure and the one of which of the second wall body structure or two kinds of structures；There is tenon on the window frame structure and the second wall body structure periphery
Fourth of the twelve Earthly Branches interface, can be engaged with Tenon；The window frame structure, the second wall body structure are engaged with the beam, post by Tenon.
6. archaized building structure antidetonation system according to claim 1, it is characterised in that the sets of brackets on top of the columns structure includes fixing
Principal column and frame in the gold stand successively arch of crisscross superposition on principal column, the end of the arch is provided with installs for being superimposed
The bucket component of arch, the bucket component includes sitting bucket, anti-bucket, end socket and dissipates bucket, and the arch and bucket component are interlocked by joinery and its construction
Stacking connection.
7. archaized building structure antidetonation system according to claim 6, it is characterised in that first wall body structure includes
Connecting plate and brick body, and be arranged between the adjacent principal column, the connecting plate and brick body and the principal column mortise-tenon joint.
8. the archaized building structure antidetonation system according to claim 1 or 7, it is characterised in that the corridor rod structure includes corridor
Post and corridor post intert beam, and the corridor post interts beam with corridor post and is connected by the second joint, and the corridor top end is struggled against provided with top, institute
State and be surrounded by end socket outside the interspersed beam of corridor post.
9. archaized building structure antidetonation system according to claim 6, it is characterised in that the principal column and first wall
The engagement Tenon mouthful of body structure or windowsill, using the eccentric structure on the outside of the centrally directed archaized building structure of Tenon；Positioned at modelled after an antique
The engagement Tenon mouthful of the post and second wall body structure or windowsill on the outside of building structure, it is centrally directed modelled after an antique using Tenon
Eccentric structure on the outside of building structure.
10. archaized building structure antidetonation system according to claim 8, it is characterised in that the beam, post, roof boarding, purlin
Bar, brick body, window frame are made up of two or three in modified polyvinyl chloride, filler and metal liner, the filler be wood powder,
Stalk, flyash, precipitated calcium carbonate, waste plastics, rubber or paraffin, the metal liner are steel, iron material, aluminium, copper material or conjunction
Gold, the beam or rod structure include the modified polyvinyl chloride, filler, metal liner and filler successively from outside to inside, described
Roof boarding, purlin or brick laying structure from outside to inside successively include the modified polyvinyl chloride and filler, the window frame structure from
It is outer to include the metal liner in the modified polyvinyl chloride, filler and metal liner, the window frame structure successively to interior for hollow knot
Structure.
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| CN105971117B (en) * | 2016-03-16 | 2018-06-12 | 西安建筑科技大学 | A kind of pseudo-classic architecture steel-frame structure using Box section beam |
| CN109208641B (en) * | 2018-11-15 | 2024-03-19 | 中国矿业大学 | Center column node with self-resetting function based on assembled underground structure and resetting method |
| CN110318414B (en) * | 2019-06-06 | 2024-01-23 | 浙江华云电力工程设计咨询有限公司 | Assembled bucket arch foundation |
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| JPH1193262A (en) * | 1997-09-16 | 1999-04-06 | Ikkaku:Kk | Aseismatic reinforcement construction method of wooden building |
| CN201228459Y (en) * | 2008-07-04 | 2009-04-29 | 钱宏毅 | Civil anti-shock house of rubber-plastic hollow brick and thin shell wall surface |
| CN101349077A (en) * | 2008-09-05 | 2009-01-21 | 朱永发 | Anti-vibration energy-saving building structure |
| CN203080965U (en) * | 2012-11-27 | 2013-07-24 | 邵天星 | Intelligent steel structure anti-seismic villa |
| CN203782916U (en) * | 2014-03-20 | 2014-08-20 | 沧州万卓钢结构制造有限公司 | Environment-friendly anti-seismic energy-saving house |
| CN205189161U (en) * | 2015-12-02 | 2016-04-27 | 梁海森 | Archaize building structure antidetonation system |
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