CN205189161U - Archaize building structure antidetonation system - Google Patents
Archaize building structure antidetonation system Download PDFInfo
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- CN205189161U CN205189161U CN201520988529.9U CN201520988529U CN205189161U CN 205189161 U CN205189161 U CN 205189161U CN 201520988529 U CN201520988529 U CN 201520988529U CN 205189161 U CN205189161 U CN 205189161U
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Abstract
The utility model relates to an archaize building structure antidetonation system follows supreme pillar interconnection earthquake -resistant structure, bearing earthquake -resistant structure, wall window earthquake -resistant structure, frame earthquake -resistant structure and the roof of including in proper order down, pillar interconnection earthquake -resistant structure includes pillar constitutional unit, and is adjacent pillar constitutional unit is through first joint interconnect, pillar constitutional unit includes middle pillar earthquake -resistant structure and bottom pillar earthquake -resistant structure, bearing earthquake -resistant structure includes jin tai, fill arch structure, a wall structure and corridor post structure, wall window earthquake -resistant structure includes the 2nd wall structure and window frame structure, window frame structure includes window frame and windowsill, frame earthquake -resistant structure includes that roof beam, post, sets of brackets on top of the columns and third connect, the roof comprises roof boarding, roof beam and purlin concatenation. The utility model provides an archaize building structure antidetonation system has the whole connection in basis, perpendicular each characteristic to the flexibility of level, and the antidetonation effect is showing.
Description
Technical field
The utility model relates to one and is provided with the interconnected earthquake resistant structure of pillar, load-bearing earthquake resistant structure, wall window earthquake resistant structure, framework earthquake resistant structure, there is base integral connection, horizontal vertical respectively to the feature of flexibility, the significant archaized building structure antidetonation system of anti seismic efficiency.Belong to building aseismicity application field, be applicable to the building construction in building in the style of the ancients engineering and modern construction engineering construction.
Background technology
Chinese ancient architecture material enriches gradually along with the development of society and the progress of technology.Wherein, the use of structural meterials is mainly by the impact of two factors, and one is be convenient to gather materials on the spot, and utilizes nature material; Two is progress of constructional materials production technology.Therefore, the structural meterials of Chinese ancient architecture divides from source of drawing material, can be divided into two large classes; One class is natural materials, comprises timber, bamboo wood, stone material, rammed earth, sun-dried mud brick, rattan rope class; Equations of The Second Kind is artificial material, comprises loam brick and metal material, wherein metal material mainly iron.
But, China is in the multiple district of earthquake disaster, wooden construction ancient architecture is after experienced by long-term use, because its original structure is unreasonable, material ageing, and the reason such as the damage of various nature and human factor, reduce shock resistance, under geological process, suffer heavy losses, the Seismic Resistance And Disaster Reduction research work therefore carrying out wooden construction ancient architecture is very urgent.Ancient building according to destroy degree, four kinds of earthquakes such as disturbance, damage can being divided into, destroying, collapse.Wood-structure old building produces that the main cause of earthquake mainly contains that earthquake intensity is excessive, wood-structure old building lacks the reason such as repairerment, construction problem timely.
Although adopt the modes such as vertical multidirectional shock insulation, sets of brackets on top of the columns damping, mortise-tenon joint power consumption to come antidetonation, damping in existing wood-structure old building, also relative engineering effort is preferably achieved under suitable engineering background with geological conditions, but material and main finishing material all rely on a large amount of wood materials in wood-structure old building, be unfavorable for forest greening protection; Be unfavorable for fire safety; Large layout highrise building cannot be built, the spatial development that Ancient Chinese build modern building technology in cannot be adapted to, and spatial diversity, life-stylize social demand; Ancient architecture scale, Standardization Construction cannot be realized; Construction is slow, duration overlength; Integrated cost is too high; More cannot innovation and development ancient Chinese Traditional Architectural Art in the popularization of world's building field with universal.
In sum; in order to realize ancient architecture scale, Standardization Construction; need invention one at present badly and be provided with the interconnected earthquake resistant structure of pillar, load-bearing earthquake resistant structure, wall window earthquake resistant structure, framework earthquake resistant structure; there is base integral connection, horizontal vertical respectively to the feature of flexibility, the significant archaized building structure antidetonation system of anti seismic efficiency.
Utility model content
The utility model proposes a kind of there is base integral connection, horizontal vertical is respectively to the feature of flexibility; the intensity of overall pillar and the good archaized building structure antidetonation system of shock resistance, solve the pillar basis that exists in prior art wood-structure old building without anti seismic efficiency, ancient architecture scale, Standardization Construction, geological process cannot be realized under there is the problems such as vulnerability.
In order to solve the problems of the technologies described above, the technical solution of the utility model is:
A kind of archaized building structure antidetonation system, comprises the interconnected earthquake resistant structure of pillar, load-bearing earthquake resistant structure, wall window earthquake resistant structure, framework earthquake resistant structure and roof from bottom to up successively; The interconnected earthquake resistant structure of described pillar comprises pillar element of construction, and adjacent described pillar element of construction is interconnected by the first joint, and described pillar element of construction comprises middle pillar earthquake resistant structure and bottom pillar earthquake resistant structure;
Described load-bearing earthquake resistant structure comprises gold stand, sets of brackets on top of the columns structure, the first wall body structure and corridor rod structure, and described sets of brackets on top of the columns structure, the first wall body structure and corridor rod structure are arranged in described gold stand;
Described wall window earthquake resistant structure comprises the second wall body structure and window frame structure, and described window frame structure comprises window frame and windowsill;
Described framework earthquake resistant structure comprises beam, post, sets of brackets on top of the columns and the 3rd joint, and adjacent described beam is engaged by described 3rd joint, forms net plane layer; Between described beam, post by described 3rd joint or sets of brackets on top of the columns up and down, left and right engages, form frame construction, and locked by high-strength bolt;
Described roof is spliced by roof panel, roof beam and purlin and forms.
Further, described middle pillar earthquake resistant structure comprises middle pillar, and described middle pillar top is provided with yielding rubber pad, and described middle pillar bottom is disposed with the first spring, steel ball and plectane of blocking, described steel ball and middle pillar concentric; The outside of described middle pillar is also provided with metal bucket, described metal bucket top is provided with cover plate, anticorrosion liquid is injected with in the space that described metal bucket and described middle pillar are formed, described yielding rubber pad top is provided with iron covering, described steel ball one end abuts with the first spring free end, the relative other end and described plectane clamping of blocking.
Described bottom pillar earthquake resistant structure comprises bottom pillar, gold stand pillar mortar and metal bucket, and described bottom pillar and metal bucket are arranged in described gold stand pillar mortar, and described bottom pillar, metal bucket and gold stand pillar mortar are concentric; Pillar top, described bottom is provided with the arc groove with described steel ball bottom connection, described metal bucket is arranged at bottom described gold stand pillar mortar, 3rd spring is installed in described metal bucket, abut with described 3rd spring free end bottom the pillar of described bottom, in the space that described metal bucket and described bottom pillar are formed, be injected with silicone oil damping fluid.
Circumferentially evenly be laid with the second spring outside the pillar of described bottom, be connected with spring between described second spring and gold stand pillar mortar by sheet, the first clamping piece and the second clamping piece.
Described wall window earthquake resistant structure comprises wherein one or both structures of window frame structure and the second wall body structure; Described window frame structure and the second wall body structure periphery have Tenon interface, can Tenon engage; Described window frame structure, the second wall body structure are engaged by Tenon with described beam, post.
Described sets of brackets on top of the columns structure comprises the arch being fixed on principal column in gold stand and frame successively crisscross superposition on principal column, the end of described arch is provided with the bucket component for superposing mounting arch, described bucket component comprises sits bucket, anti-bucket, Feng Doutou and loose bucket, and described arch is connected by joinery and its construction intersecting with bucket component.
Described first wall body structure comprises connecting plate and brick body, and is arranged between adjacent described principal column, described connecting plate and brick body and described principal column mortise-tenon joint.
Described corridor rod structure comprises corridor post and corridor post and interts beam, and described corridor post and corridor post are interted beam and be connected by the second joint, and described corridor capital end is provided with top bucket, and described corridor post interts outside beam and is surrounded by Feng Doutou.
The joint Tenon mouth of described principal column and described first wall body structure or windowsill, adopts Tenon center towards the eccentric structure outside archaized building structure; Be positioned at the joint Tenon mouth of described post outside archaized building structure and described second wall body structure or windowsill, adopt Tenon center towards the eccentric structure outside archaized building structure.
Described beam, post, roof panel, purlin, brick body, window frame is by modified polyvinyl chloride, two or three composition in filler and metal liner, described filler is wood powder, stalk, flyash, precipitated calcium carbonate, waste plastics, rubber or paraffin, described metal liner is steel, iron material, aluminium, copper material or alloy, described beam or rod structure comprise described modified polyvinyl chloride from outside to inside successively, filler, metal liner and filler, described roof panel, purlin or brick laying structure comprise described modified polyvinyl chloride and filler from outside to inside successively, described window frame structure comprises described modified polyvinyl chloride from outside to inside successively, filler and metal liner, metal liner in described window frame structure is hollow-core construction.By metal construction be main composite material to replace traditional Chinese ancient architecture summer wood material, ensureing not reduce outside the weight-bearing characteristics of the large wood of tradition, improve weight capacity 1-3 times; Exceed traditional summer wood material application life; Utilize the elasticity of modified polyvinyl chloride corrosion resistance and packing material, eliminate disaster hidden-trouble, improve anticorrosion and shock resistance simultaneously.
The utility model has following feature and beneficial effect:
(1) the combinationally using of the interconnected earthquake resistant structure of novel pillar, load-bearing earthquake resistant structure, integrated wall window earthquake resistant structure and superposability framework earthquake resistant structure in the utility model archaized building structure antidetonation system; solving Chinese ancient architecture cannot the problem of layout highrise building greatly, can realize ancient architecture scale, Standardization Construction.
(2) the interconnected earthquake resistant structure of novel pillar is by arranging middle pillar earthquake resistant structure and bottom pillar earthquake resistant structure, and be aided with spring assembly at middle pillar and bottom pillar and form an earthquake resistant structure, when pillar generation in bottom moves horizontally, steel ball, the spring assembly of middle pillar earthquake resistant structure produce relative sliding at the arc groove of bottom pillar, instantaneous sliding motion distance is larger, spring pressurized is larger, moment resistance is also larger, and thus, pillar opposing floor portion pillar plays damping action; Meanwhile, due to house Gravitative Loads, middle pillar by steel ball and bottom pillar automatic centering, can solve base, the post skew problem because earthquake occurs.
(3) the interconnected earthquake resistant structure of pillar passes through the first joint entirety also dynamic in the same way for interconnected for bottom pillar one-tenth one, strengthen intensity and the shock resistance of overall pillar, improve the pillar anti-seismic technology of Chinese ancient architecture, there is base integral connection, horizontal vertical respectively to the feature of flexibility, the rigid structures on modern architecture basis greatly can be avoided without shock insulation action weaken, upwards transmit the drawback that seismic wave brings simultaneously.
(4) the sets of brackets on top of the columns structure arranged in load-bearing earthquake resistant structure is mixed by height, the bucket of different directions, arch component, catching the seismic wave successively multiple spot decomposition step by step come from bottom.
(5) combination between superposability framework earthquake resistant structure center pillar and beam, between Liang Yuliang, adopts joint joint, high-strength bolt locking, makes a layer framework become a steel framed structure, and every layer of framework uses sets of brackets on top of the columns to come load-bearing and damping.Due to high strength, the good ductility of beam, column material itself, the ductility of frame construction itself, and the damping of sets of brackets on top of the columns, whole frame system defines the framework earthquake resistant structure of high strength.
(6) the second wall body structure of arranging of integrated wall window earthquake resistant structure and window frame structure are interconnected by Tenon, concavo-convex interface, breach between brick, brick and pillar, brick link unstable problem with window with plaster etc.Due to elastic material and the Tenon mouth with deformability of composite material, total has each shock resistance to pressure of buffering.
(7) body of wall outside archaized building structure, windowsill, by principal column, the post Tenon joint of the eccentric Tenon mouth of band, even if body of wall, windowsill collapse, can only lead outside room, and the large degree ground protection of energy people within doors, object, significantly, anti seismic efficiency is good for safety benefit.
(8) beam, post, roof panel, purlin, brick body, window frame are main by metal construction, filler is that auxiliary composite material is to replace traditional Chinese ancient architecture summer wood material, ensureing not reduce outside the weight-bearing characteristics of the large wood of tradition, improve weight capacity 1-3 doubly; Exceed traditional summer wood material application life; Eliminate disaster hidden-trouble; Improve anticorrosion and shock resistance; Composite material produce in appearance color one-shot forming, has reduced complicated painting technology, ensure that the outward appearance of composite material and the texture of timber, and texture after surface coloring is close, and extend maintenance time.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of a kind of archaized building structure antidetonation system of the utility model;
Fig. 2 is the top view of the interconnected earthquake resistant structure of a kind of archaized building structure of the utility model antidetonation system paranthine;
Fig. 3 is the structural representation of a kind of archaized building structure of the utility model antidetonation system pillar interconnected earthquake resistant structure paranthine element of construction;
Fig. 4 is the structural representation of middle pillar earthquake resistant structure in a kind of archaized building structure antidetonation system of the utility model;
Fig. 5 is the structural representation of bottom pillar earthquake resistant structure in a kind of archaized building structure antidetonation system of the utility model;
Fig. 6 is the top view of bottom pillar earthquake resistant structure in a kind of archaized building structure antidetonation system of the utility model;
Fig. 7 be in a kind of archaized building structure antidetonation system of the utility model bottom pillar earthquake resistant structure along the sectional view of A-A line;
Fig. 8 is the structural representation of load-bearing earthquake resistant structure in a kind of archaized building structure antidetonation system of the utility model;
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 of the utility model load-bearing earthquake resistant structure;
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 utility model;
Figure 11 is the structural representation of the first wall body structure in a kind of archaized building structure antidetonation system of the utility model;
Figure 12 is the structural representation of corridor rod structure in a kind of archaized building structure antidetonation system of the utility model;
Figure 13 is the structural representation of wall window earthquake resistant structure in a kind of archaized building structure antidetonation system of the utility model;
Figure 14 is the top view of a kind of archaized building structure antidetonation system of the utility model middle frame earthquake resistant structure;
Figure 15 is the structural representation of a kind of archaized building structure antidetonation system of the utility model middle frame earthquake resistant structure;
Figure 16 is the structural representation on roof in a kind of archaized building structure antidetonation system of the utility model;
Figure 17 is the structural representation of a kind of archaized building structure antidetonation system of the utility model embodiment center pillar, beam, brick body, roof panel, window frame, purlin.
In figure, the interconnected earthquake resistant structure of 1-pillar; 2-load-bearing earthquake resistant structure; 3-wall window earthquake resistant structure; 4-framework earthquake resistant structure; 5-roof; Pillar earthquake resistant structure in the middle of 6-; Pillar earthquake resistant structure bottom 7-; 8-first joint; 9-metal bucket; 10-iron covering; Pillar in the middle of 11-; 12-first spring; 13-steel ball; 14-blocks plectane; 15-cover plate; 16-yielding rubber pad; Pillar bottom 17-; 18-spring is by sheet; 19-first clamping piece; 20-second clamping piece; 21-gold stand pillar mortar; 22-second spring; 23-the 3rd spring; 24-arc groove; 25-gold stand; 26-sets of brackets on top of the columns structure; 27-first wall body structure; 28-corridor rod structure; 31-principal column; 32-sits bucket; 33-is counter to struggle against; 34-encircles; 35-end socket; The loose bucket of 36-; 37-brick body; 38-connecting plate; 39-corridor post; 40-second joint; 41-pushes up bucket; 42-corridor post interts beam; 43-post; 44-beam; 45-window frame; 46-windowsill; 47-second wall body structure; 48-window frame structure; 49-sets of brackets on top of the columns; 50-the 3rd joint; 51-roof panel; 52-roof beam; 53-purlin; 54-modified polyvinyl chloride; 55-filler; 56-metal liner.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described further.It should be noted that at this, the explanation for these embodiments understands the utility model for helping, but does not form restriction of the present utility model.In addition, if below in described each embodiment of the utility model involved technical characteristic do not form conflict each other and just can mutually combine.
With reference to the structural representation of a kind of archaized building structure antidetonation system shown in Fig. 1.A kind of archaized building structure antidetonation system, comprises the interconnected earthquake resistant structure 1 of pillar, load-bearing earthquake resistant structure 2, wall window earthquake resistant structure 3, framework earthquake resistant structure 4 and roof 5 from bottom to up successively.
With reference to the top view of the interconnected earthquake resistant structure of a kind of archaized building structure antidetonation system paranthine shown in Fig. 2 and Fig. 3 and the structural representation of pillar interconnected earthquake resistant structure paranthine element of construction.The interconnected earthquake resistant structure 1 of described pillar comprises pillar element of construction, and adjacent described pillar element of construction is interconnected by the first joint 8, and described pillar element of construction comprises middle pillar earthquake resistant structure 6 and bottom pillar earthquake resistant structure 7.The interconnected earthquake resistant structure of novel pillar 1 by arranging middle pillar earthquake resistant structure 6 and bottom pillar earthquake resistant structure 7, and is aided with spring assembly at middle pillar 11 and bottom pillar 17 and forms an earthquake resistant structure.The entirety that the interconnected earthquake resistant structure of pillar 1 is also moved the interconnected one-tenth of bottom pillar 17 one in adjacent described pillar element of construction in the same way by the first joint, strengthen intensity and the shock resistance of overall pillar, improve the pillar anti-seismic technology of Chinese ancient architecture, there is base integral connection, horizontal vertical respectively to the feature of flexibility, the rigid structures on modern architecture basis greatly can be avoided without shock insulation action weaken, upwards transmit the drawback that seismic wave brings simultaneously.
With reference to the structural representation of pillar earthquake resistant structure middle in a kind of archaized building structure antidetonation system shown in Fig. 4.Described middle pillar earthquake resistant structure 6 comprises middle pillar 11, described middle pillar 11 top is provided with yielding rubber pad 16, described middle pillar 11 bottom is disposed with the first spring 12, steel ball 13 and plectane 14 of blocking, described steel ball 13 and middle pillar 11 concentric; The outside of described middle pillar 11 is also provided with metal bucket 9, and described metal bucket 9 top is provided with cover plate 15, is injected with anticorrosion liquid in the space that described metal bucket 9 and described middle pillar 11 are formed.The anticorrosion liquid injected in the space that metal bucket 9 and middle pillar 11 are formed, with isolated air, can protect yielding rubber pad 16 and the first spring 12.Described yielding rubber pad 16 top is provided with iron covering 10, and described steel ball 13 one end abuts with the first spring 12 free end, the relative other end and described plectane 14 clamping of blocking.When bottom pillar 17 generation moves horizontally, steel ball 13, the spring assembly of middle pillar earthquake resistant structure 6 produce relative sliding at the arc groove 24 of bottom pillar 17, instantaneous sliding motion distance is larger, spring pressurized is larger, moment resistance is also larger, and thus, pillar 11 opposing floor portion pillar 17 plays damping action; Meanwhile, due to house Gravitative Loads, middle pillar 11 by steel ball and bottom pillar 17 automatic centering, can solve base, the post skew problem because earthquake occurs.Middle pillar 11 also can carry out part damping by yielding rubber pad 16.The anticorrosion liquid injected in the space that metal bucket 9 and middle pillar 11 are formed, with isolated air, can protect yielding rubber pad 16 and the first spring 12.
With reference to the structural representation of pillar earthquake resistant structure in the middle of in a kind of archaized building structure antidetonation system shown in Fig. 5 ~ 7, top view and sectional view.Described bottom pillar earthquake resistant structure 7 comprises bottom pillar 17, gold stand pillar mortar 21 and metal bucket 9, and described bottom pillar 17 and metal bucket 9 are arranged in described gold stand pillar mortar 21, and described bottom pillar 17, metal bucket 9 and gold stand pillar mortar 21 are concentric; Pillar 17 top, described bottom is provided with the arc groove 24 with described steel ball 13 bottom connection, described metal bucket 9 is arranged at bottom described gold stand pillar mortar 21,3rd spring 23 is installed in described metal bucket 9, abut with described 3rd spring 23 free end bottom described bottom pillar 17, in the space that described metal bucket 9 and described bottom pillar 17 are formed, be injected with silicone oil damping fluid.Silicone oil damping fluid is added in metal bucket 9, by being arranged on the spring of bottom and side, and the active damping link at top, bottom pillar earthquake resistant structure 7 defines a band damped harmonic oscillation earthquake resistant structure.The silicone oil damping fluid added in metal bucket 9, with isolated air, can protect the 3rd spring 23 to avoid oxidation, corrosion etc.; Second spring 22 can split out replacing as needed.Circumferentially evenly be laid with the second spring 22 outside described bottom pillar 17, be connected with spring between described second spring 22 and gold stand pillar mortar 21 by sheet 18, first clamping piece 19 and the second clamping piece 20.
With reference to the structural representation of load-bearing earthquake resistant structure in a kind of archaized building structure antidetonation system shown in Fig. 8.Described load-bearing earthquake resistant structure 2 comprises gold stand 25, sets of brackets on top of the columns structure 26, first wall body structure 27 and corridor rod structure 28, and described sets of brackets on top of the columns structure 26, first wall body structure 27 and corridor rod structure 28 are arranged in described gold stand 25.
With reference to top view and the structural representation of sets of brackets on top of the columns structure in a kind of archaized building structure antidetonation system load-bearing earthquake resistant structure shown in Fig. 9 and Figure 10.Described sets of brackets on top of the columns structure 26 comprises the arch 34 being fixed on principal column 31 in gold stand 25 and frame successively crisscross superposition on principal column 31, the end of described arch 34 is provided with the bucket component for superposing mounting arch 34, described bucket component comprise sit bucket 32, instead struggle against 33, end socket 35 and loose bucket 36, described arch 34 is connected by joinery and its construction intersecting with bucket component.The sets of brackets on top of the columns structure 26 of setting in load-bearing earthquake resistant structure 2 is mixed by height, the bucket of different directions, arch component, catching the seismic wave successively multiple spot decomposition step by step come from bottom.
With reference to the structural representation of the first wall body structure in a kind of archaized building structure antidetonation system shown in Figure 11.Described first wall body structure 27 comprises connecting plate 38 and brick body 37, and is arranged between adjacent described principal column 31, described connecting plate 38 and brick body 37 and described principal column 31 mortise-tenon joint.
With reference to the structural representation of corridor rod structure in a kind of archaized building structure antidetonation system shown in Figure 12.Described corridor rod structure 28 comprises corridor post 39 and corridor post and interts beam 42, and described corridor post 39 and corridor post are interted beam 42 and be connected by the second joint 40, and post 39 top, described corridor is provided with top bucket 41, and described corridor post interts outside beam 42 and is surrounded by envelope bucket 35.
With reference to the structural representation of wall window earthquake resistant structure in a kind of archaized building structure antidetonation system shown in Figure 13.Described wall window earthquake resistant structure 3 comprises the second wall body structure 47 and window frame structure 48, and described window frame structure 48 comprises window frame 45 and windowsill 46; Described windowsill 46 can with described beam 44, post 43 and described second wall body structure 47 mortise-tenon joint, described second wall body structure 47 can with described beam 44, post 43 and windowsill 46 mortise-tenon joint.The second wall body structure 47 that integration wall window earthquake resistant structure 3 is arranged and window frame structure 48 are interconnected by Tenon, concavo-convex interface, breach between traditional brick, brick and pillar, brick link unstable problem with window with plaster.Due to elastic material and the Tenon mouth with deformability of composite material, total has each shock resistance to pressure of buffering.Described windowsill 46 is engaged by Tenon with the second wall body structure 47; Described windowsill 46, second wall body structure 47 is engaged by Tenon with described beam 44, post 43.
With reference to top view and the structural representation of a kind of archaized building structure antidetonation system middle frame earthquake resistant structure shown in Figure 14 and 15.Described framework earthquake resistant structure 4 comprises beam 44, post 43, sets of brackets on top of the columns 49 and the 3rd joint 50, and adjacent described beam 44 is engaged by described 3rd joint 50, forms net plane layer; Engaged with described beam about 44, left and right by described sets of brackets on top of the columns 49 or the 3rd joint 50 between described post 43, beam 44, form frame construction, and be fixedly connected with by high-strength bolt.Combination between superposability framework earthquake resistant structure 4 center pillar 43 and beam 44, between beam 44 and beam 44, employing the 3rd joint 50 engages, high-strength bolt locking, makes a layer framework become a frame construction, and every layer of framework uses sets of brackets on top of the columns 49 to come load-bearing and damping.Due to beam 44, the high strength of post 43 material itself, good ductility, the ductility of frame construction itself, and the damping of sets of brackets on top of the columns 49, whole frame system defines the framework earthquake resistant structure of high strength.
With reference to the structural representation on roof in a kind of archaized building structure antidetonation system shown in Figure 16; Described roof 5 is spliced by roof panel 51, roof beam 52 and purlin 53 and forms.
With reference to the structural representation of a kind of archaized building structure antidetonation system embodiment center pillar shown in Figure 17, beam, brick body, roof panel, window frame, purlin, described beam 44, post 43, roof panel 51, purlin 53, brick body 37, window frame 45 is by modified polyvinyl chloride 54, two or three composition in filler 55 and metal liner 56, described filler 55 is wood powder, stalk, flyash, precipitated calcium carbonate, waste plastics, rubber or paraffin, described metal liner 56 is steel, iron material, aluminium, copper material or alloy, described beam 44 or post 43 structure comprise described modified polyvinyl chloride 54 from outside to inside successively, filler 55, metal liner 56 and filler 55, described roof panel 51, purlin 53 or brick body 37 structure comprise described modified polyvinyl chloride 54 and filler 55 from outside to inside successively, described window frame 45 structure comprises described modified polyvinyl chloride 54 from outside to inside successively, filler 55 and metal liner 56, metal liner 56 in described window frame 45 structure is hollow-core construction.By metal construction be main composite material to replace traditional Chinese ancient architecture summer wood material, ensureing not reduce outside the weight-bearing characteristics of the large wood of tradition, improve weight capacity 1-3 times; Exceed traditional summer wood material application life; Utilize the elasticity of modified polyvinyl chloride 54 corrosion resistance and filler 55, eliminate disaster hidden-trouble, improve anticorrosion and shock resistance simultaneously.And filler 55 employs discarded object is in a large number filler, comprise wood chip, stalk, flyash, waste plastics etc., reduce material cost, expand the raw material scope of application, new composite material approach is provided for using regenerated resources in a large number, composite material has good heat-insulating property, by the space structures of sealing, can ensure indoor thermal requirements.
In the utility model archaized building structure antidetonation system, the interconnected earthquake resistant structure of novel pillar 1, load-bearing earthquake resistant structure 2, integrated wall window earthquake resistant structure 3 and superposability framework earthquake resistant structure 4 combinationally uses; solving Chinese ancient architecture cannot the problem of layout highrise building greatly, can realize ancient architecture scale, Standardization Construction.
Below by reference to the accompanying drawings embodiment of the present utility model is explained in detail, but the utility model is not limited to described embodiment.For a person skilled in the art, when not departing from the utility model principle and spirit, multiple change, amendment, replacement and modification being carried out to these embodiments, still falling in protection domain of the present utility model.
Claims (10)
1. an archaized building structure antidetonation system, is characterized in that comprising the interconnected earthquake resistant structure of pillar, load-bearing earthquake resistant structure, wall window earthquake resistant structure, framework earthquake resistant structure and roof from bottom to up successively; The interconnected earthquake resistant structure of described pillar comprises pillar element of construction, and adjacent described pillar element of construction is interconnected by the first joint, and described pillar element of construction comprises middle pillar earthquake resistant structure and bottom pillar earthquake resistant structure;
Described load-bearing earthquake resistant structure comprises gold stand, sets of brackets on top of the columns structure, the first wall body structure and corridor rod structure, and described sets of brackets on top of the columns structure, the first wall body structure and corridor rod structure are arranged in described gold stand;
Described wall window earthquake resistant structure comprises the second wall body structure and window frame structure, and described window frame structure comprises window frame and windowsill;
Described framework earthquake resistant structure comprises beam, post, sets of brackets on top of the columns and the 3rd joint, and adjacent described beam is engaged by described 3rd joint, forms net plane layer; Between described beam, post by described 3rd joint or sets of brackets on top of the columns up and down, left and right engages, form frame construction, and locked by high-strength bolt;
Described roof is spliced by roof panel, roof beam and purlin and forms.
2. archaized building structure antidetonation system according to claim 1, it is characterized in that described middle pillar earthquake resistant structure comprises middle pillar, described middle pillar top is provided with yielding rubber pad, described middle pillar bottom is disposed with the first spring, steel ball and plectane of blocking, described steel ball and middle pillar concentric; The outside of described middle pillar is also provided with metal bucket, described metal bucket top is provided with cover plate, anticorrosion liquid is injected with in the space that described metal bucket and described middle pillar are formed, described yielding rubber pad top is provided with iron covering, described steel ball one end abuts with the first spring free end, the relative other end and described plectane clamping of blocking.
3. archaized building structure antidetonation system according to claim 1 and 2, it is characterized in that described bottom pillar earthquake resistant structure comprises bottom pillar, gold stand pillar mortar and metal bucket, described bottom pillar and metal bucket are arranged in described gold stand pillar mortar, and described bottom pillar, metal bucket and gold stand pillar mortar are concentric; Pillar top, described bottom is provided with the arc groove with described steel ball bottom connection, described metal bucket is arranged at bottom described gold stand pillar mortar, 3rd spring is installed in described metal bucket, abut with described 3rd spring free end bottom the pillar of described bottom, in the space that described metal bucket and described bottom pillar are formed, be injected with silicone oil damping fluid.
4. archaized building structure antidetonation system according to claim 3, it is characterized in that circumferentially evenly being laid with the second spring outside the pillar of described bottom, be connected with spring between described second spring and gold stand pillar mortar by sheet, the first clamping piece and the second clamping piece.
5. archaized building structure antidetonation system according to claim 1, is characterized in that described wall window earthquake resistant structure comprises wherein one or both structures of window frame structure and the second wall body structure; Described window frame structure and the second wall body structure periphery have Tenon interface, can Tenon engage; Described window frame structure, the second wall body structure are engaged by Tenon with described beam, post.
6. archaized building structure antidetonation system according to claim 1, it is characterized in that described sets of brackets on top of the columns structure comprises the arch being fixed on principal column in gold stand and frame successively crisscross superposition on principal column, the end of described arch is provided with the bucket component for superposing mounting arch, described bucket component comprises sits bucket, anti-bucket, end socket and loose bucket, and described arch is connected by joinery and its construction intersecting with bucket component.
7. archaized building structure antidetonation system according to claim 6, is characterized in that described first wall body structure comprises connecting plate and brick body, and is arranged between adjacent described principal column, described connecting plate and brick body and described principal column mortise-tenon joint.
8. the archaized building structure antidetonation system according to claim 1 or 7, it is characterized in that described corridor rod structure comprises corridor post and corridor post and interts beam, described corridor post and corridor post are interted beam and are connected by the second joint, and described corridor capital end is provided with top bucket, and described corridor post interts outside beam and is surrounded by end socket.
9. archaized building structure antidetonation system according to claim 1, is characterized in that the joint Tenon mouth of described principal column and described first wall body structure or windowsill, adopts Tenon center towards the eccentric structure outside archaized building structure; Be positioned at the joint Tenon mouth of described post outside archaized building structure and described second wall body structure or windowsill, adopt Tenon center towards the eccentric structure outside archaized building structure.
10. archaized building structure antidetonation system according to claim 8, it is characterized in that described beam, post, roof panel, purlin, brick body, window frame is by modified polyvinyl chloride, two or three composition in filler and metal liner, described filler is wood powder, stalk, flyash, precipitated calcium carbonate, waste plastics, rubber or paraffin, described metal liner is steel, iron material, aluminium, copper material or alloy, described beam or rod structure comprise described modified polyvinyl chloride from outside to inside successively, filler, metal liner and filler, described roof panel, purlin or brick laying structure comprise described modified polyvinyl chloride and filler from outside to inside successively, described window frame structure comprises described modified polyvinyl chloride from outside to inside successively, filler and metal liner, metal liner in described window frame structure is hollow-core construction.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520988529.9U CN205189161U (en) | 2015-12-02 | 2015-12-02 | Archaize building structure antidetonation system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520988529.9U CN205189161U (en) | 2015-12-02 | 2015-12-02 | Archaize building structure antidetonation system |
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| CN205189161U true CN205189161U (en) | 2016-04-27 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386532A (en) * | 2015-12-02 | 2016-03-09 | 梁海森 | Anti-seismic system of antique building structure |
| CN109577728A (en) * | 2018-12-11 | 2019-04-05 | 北京建筑大学 | Struggle against the wooden earthquake isolating equipment of arch formula |
-
2015
- 2015-12-02 CN CN201520988529.9U patent/CN205189161U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386532A (en) * | 2015-12-02 | 2016-03-09 | 梁海森 | Anti-seismic system of antique building structure |
| CN109577728A (en) * | 2018-12-11 | 2019-04-05 | 北京建筑大学 | Struggle against the wooden earthquake isolating equipment of arch formula |
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