CN103114649B - A kind of construction method of the aluminium plastic composite material lightweight structures building containing seismic isolation apparatus - Google Patents
A kind of construction method of the aluminium plastic composite material lightweight structures building containing seismic isolation apparatus Download PDFInfo
- Publication number
- CN103114649B CN103114649B CN201310036793.8A CN201310036793A CN103114649B CN 103114649 B CN103114649 B CN 103114649B CN 201310036793 A CN201310036793 A CN 201310036793A CN 103114649 B CN103114649 B CN 103114649B
- Authority
- CN
- China
- Prior art keywords
- building
- aluminium
- seismic isolation
- isolation apparatus
- composite material
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The aim of this patent is by building lightweight structures building, reaching energy-saving and emission-reduction and quake evaluation object.By aluminium plastic composite material and reinforced concrete framework, light heat insulation material integrated configuration, major part replaces steel cement brick and tile sandstone, whole building weight is reduced by more than 1/2, and has formulated new building technological process according to this feature.Aluminium plastic composite material comprises plastic aluminium-sandwiched clad plate and heavy caliber aluminum-plastic laminated tube, and the former is manufactured by plastic aluminium-sandwiched clad plate automatic production line, and the latter is manufactured by aluminum-plastic laminated tube automatic production line.By the tensile property of special fastener strengthening floor gap dividing plate, Scientific application triangle inclined strut strengthening whole building, to oppose imperial powerful failure stress coming from any direction.Aluminium plastic composite material not only self refuses combustion, also can rely on self function that kindling material is extinguished.It is invisible for seismic wave is consumed what, seismic isolation apparatus is have developed under dike before significantly loss of weight, upper part is the compressed spring type elastic composite pier with superior elasticity function and elasticity restore funcitons, lower part is the special universal caster wheel of rotary motion by translate linear motion, dissolves elastic deformation and horizontal distortion.
Description
Technical field
This patent belongs to " building field ", and its aim is the building by building " lightweight structures ", reaches the object of " quake evaluation " and " energy-saving and emission-reduction ".The aluminium plastic composite material adopted in patent comprises " plastic aluminium-sandwiched clad plate " (hereinafter referred to as " folder aluminium sheet ") and " heavy caliber aluminum-plastic laminated tube comb " (hereinafter referred to as " comb "), by itself and steel concrete " building frame " and " light heat insulation material " integrated configuration, major part replaces cement, steel, brick, watt, husky, stone and timber, the overall weight of building is made to reduce by more than 1/2 than traditional architecture pattern, based on the use of this new material, cause " new building pattern ", the birth of " new building method " and " new building technological process ".Meanwhile, before building overall weight significantly reduces under dike, design and installation " seismic isolation apparatus ", obtaining better quake evaluation effect.
Background technology
From ancient times to the present, Fan Shi Cover room all be unable to do without mud, ash, brick, watt, husky, stone and timber, develop into modern age, along with the appearance of steel and cement, building trade enters " building epoch ", " floor gap dividing plate " that the hollow pre-fabricated panels made by steel concrete forms and " the masonry structure body of wall " that be built into by husky mud becomes fabric structure main body, the common feature of these materials is: hard, body weight, immalleable, many fragility, when the earthquake of large level occurs, to the people having little time to flee from, majority is killed then and there, survive but because be broken hollow pre-fabricated panels and broken body of wall shroud by sheer good luck, intercept, pile things on, cannot save oneself, also have little time to be rescued, finally plunged to death or killed in aftershock, the most of victim of literary composition river violent earthquake dies from this situation.Now, in order to strengthen the shock resistance of building (particularly high-rise building), eliminate hollow pre-fabricated panels, building frame and floor gap dividing plate are carried out " the overall pouring " of steel concrete, this is that a kind of cement, steel, masonry, husky dust of leaning on amasss " heavy type structure " building, its earthquake protection standard is " 8 grades ", that is once surpass 8 grades of crushing violent earthquakes and will feel simply helpless, and is more unfavorable for being rescued.To leaf through present situation, mining, iron and steel smelting Refining, cement manufactures, brick and tile are fired, timber felling is all closely related with building trade, and manufacture traditional various resource of a large amount of consumption of constructional materials needs, expend the energy in a large number, cause a large amount of greenhouse emissions, its manufacturing process and the living environment of architectural process to the mankind cause greatly to be destroyed, therefore, the traditional architecture pattern of building trade is heavily contaminated, rearrangement is put, heavily consume energy, the arch-criminal of severe environmental disruption, no matter from quake evaluation angle still from energy-saving and emission-reduction angle, replacing traditional building material is the task of top priority.
Summary of the invention
Aluminium plastic composite material is researched and developed for replacing traditional building material, folder aluminium sheet is wherein used for Manufacture of Floor deck panels, the fluffy deck panels in sky, inside and outside each wall panel and replace wood floors and ceramic tile, comb is used as the floor layer main body in floor gap dividing plate, this composite material have firm, body light, be rich in that toughness, resistance to tension are strong, thermal insulation, there is very high crash-protective characteristics and there is very excellent fire resistance.
One. the construction method of lightweight structures building and the application mechanism of " loss of weight ".
The load center of gravity of a building and the stress of self center that crosses all concentrates on bottom, and in earthquake, therefore and the shearing force produced and failure stress are also reacted at bottom elastic deformation and horizontal distortion that what the earth's core occurs and is derived from, when come from each side failure stress it " with ", when exceeding " limit " that this architecture bottom layer can bear, then building collapses.Here the limit that building can bear is called that A measures by us, and building load center of gravity and the stress center that crosses is called that B measures, and the shearing force that earthquake causes and failure stress are called that C measures; As B+C≤A, then building is safe, and as B+C > A, then building collapses; When A, C measure the increase of constant B amount, then building collapses, and when B amount reduces, then building is safe; If A, B measure constant C measure increase or reduce its consequence as hereinbefore, therefore, in protection against and mitigation of earthquake disasters work, we do all, exactly in order to by B amount and C measure significantly regressive, safe and sound but to protect building.In this patent, " loss of weight " is the first element, in the building of heavy type structure, really load is formed to building, make B measure high factor to be: together with being cast in building frame its thickness the steel concrete floor gap dividing plate of 120 ~ 200mm, thickness cement brick stone structure body of wall, each surface of body of wall of 200 ~ 400mm and it is fluffy and its thickness of floor surface at the husky grey wall skin of the cement of 20 ~ 40mm and ceramic tile, use these body weight just, crisp hard, crisp loose constructional materials makes building " top-heavy ", become murderer when earthquake occurs.This patent is except concrete steel building framework is by with except being still used after corresponding amplitude " weight reducing ", and all the other are every replaced by aluminium plastic composite material and light heat insulation material, and its weight losing method is as follows:
1. the construction method of floor gap dividing plate:
Floor gap dividing plate (as Fig. 5) is made up of " floor layer " (5-3) and " the fluffy layer in sky " (5-5) two parts, the main body of floor layer is the comb of diameter 120 ~ 125mm, this tube wall thickness is 12.5 ~ 15mm, wherein " reinforcement aluminium strip " thickness is 0.6 ~ 1mm, in order to strengthen the radial support ability of comb, by mould, comb need be squeezed into ellipse (5-4).Oval comb is placed in " projection " (1-7) and " joist " upper (1-9) of body of wall beam successively, leave " gap " (6-6) of 15 ~ 25mm between each comb, there are three effects in this gap: one is install " fastener " (6-5); Two is install " furred ceiling bolt " (5-1); Three be by this gap to sky fluffy layer cast fluid light heat insulation material, and gap self to be poured into a mould.Because floor gap dividing plate is arch camber holder effect not only, also rely on the resistance to tension of himself, strengthen the globality of building and the ability of opposing failure stress, therefore, floor gap dividing plate must be fastened on building frame, special " fastener " of Patent design, is used for comb to be securely fixed on body of wall beam projection and joist.The screw rod (3-5) that fastener main body is " water caltrop " shape metal casting (3-4) and is embedded on body of wall beam projection or joist, coordinated with " nut " by " through hole " of diamond-shaped body midsection position, compressing diamond-shaped main body extrudes comb, and force diamond-shaped main body back side periphery not clamp in comb matrix higher than " triangular hill " (4-3) of 3mm, deform when being squeezed for preventing comb, (3-3) is sat in fastener basis rest isosceles trapezoid metal bottom, its cambered surface periphery also has not higher than the triangular hill of 3mm, be used for clamping in comb matrix.
" the fluffy deck panels in sky " (1-8) then installs for relying on body of wall beam projection bottom surface and joist bottom surface, adopt " notch tenon " to be aided with " snap close " between each plate to be connected with bonding adhesive, periphery is aided with bonding adhesive with " mortise-tenon joint method " and is connected with " wall panel " (1-12).After carrying out heat insulating material cast to the fluffy layer in sky and comb gap, namely started to install " the floor layer panel " with two-layer reinforcement before it is not dry, (1-2), still adopt notch tenon between each plate and be aided with snap close and be connected with bonding adhesive, periphery still adopts mortise-tenon joint method to be connected with wall panel.In order to the globality of the fluffy layer of consolidated floor layer and sky, install " furred ceiling bolt " (1-10) according to comb gap in the position needed, make floor layer and ceiling layer form an entirety, in earthquake, they tackle the failure stress that building bears jointly.
2. the construction method of body of wall:
Building masonry wall is formed with folder aluminium sheet and light heat insulation material integrated configuration.Body of wall in traditional architecture pattern plays three effects: one is supporting role, and two is protective effects, and three is mounting door-windows; This patent building masonry wall only plays two effects: one is protective effect, and two is mounting door-windows.In design, according to each department temperature difference, can be set in by thickness of wall body between 120 ~ 250mm, between wall panel plate, method of attachment and the method for attachment of each corner are as aforementioned.Body of wall main body is poured into a mould by light heat insulation material and is formed (1-4), in order to obtain better heat insulation effect, during cast, can lay one piece of plastic foam plate in exterior wall middle part, forms composite thermal-insulating wall.Because with folder aluminium sheet as wall panel, make this body of wall have very strong crash-protective characteristics, the collision that personnel and furniture produce because of slip can be resisted when earthquake occurs.Folder aluminium sheet can also be made shades of colour, various decorative pattern, cuts into all size on demand, installs by the glue method of being stained with, to replace wood floors and ceramic tile.
3., in order to strengthen the ability of building frame opposing failure stress, be provided with " triangle diagonal brace " (2-5) in exterior wall and main inner wall; Stress due to building crosses center at bottom, in order to horizontal direction " twisting " phenomenon suppressing it to occur in earthquake or strong storm, in the sky of to three layer fluffy layer framework, arranges " the horizontal diagonal brace of triangle " (6-8).
4. the fireproof performance of aluminium plastic composite material and light heat insulation material and thermal and insulating performance:
(1) fire resistance of light heat insulation material very excellent (for ASA light heat insulation material), when 1500 C, continue baking 1 ~ 2 minute and only occur microtrauma in surface, below the ASA warming plate that 100mm is thick, carry out 500 C continuous heatings, above still can the temperature remains within the normal range.
(2) the difficulty combustion rank of aluminium plastic composite material is B1 level, as building materials, this fire resistance is nowhere near, for this reason, the base-material proportioning of this patent to aluminium plastic composite material matrix adjusts: aluminium hydroxide is a kind of applicable what plastics, flame retardant effect is best, the fire retardant that price is the most easy, when it is heated and reaches 220 C, start to absorb heat and discharge a large amount of steam, this steam can Fu Cover flame or flame is suffocated, and it is nontoxic, non-corrosiveness, harmless, when reaching 300 C when being heated, then become " boehmite ", form rhombus or hexagon in folder surface of aluminum plate and there is the crystallizing layer of glassy lustre, isolated flame is inwardly invaded.In the application, aluminium hydroxide can be carried out particle processing, to the base-material of aluminium plastic composite material top layer matrix by 40 ~ 50%, internal layer adds by 15 ~ 20%.
(3) thermal and insulating performance of aluminium plastic composite material and light heat insulation material is very excellent, and winter reduces the input of heat cost in a large number because indoor heat does not distribute not go out, and summer reduces refrigeration expense in a large number because solar radiation heat is blocked on outdoor.
Two. seismic wave is consumed in invisible isolation earthquake theory and the manufacture of seismic isolation apparatus.
We are in the describing of " application mechanism of loss of weight ", and the shearing force of seismic wave transmission and failure stress are described as C amount, the essence of isolation earthquake theory is exactly to make C measure significantly regressive and even disappearance.With the lightweight structures building that light material is built, C amount significantly can be reduced when earthquake occurs, reduce the destruction that earthquake causes, this building can not collapse easily, just in case collapse, these light materials also can not put people till death, and are convenient to save oneself and rescued, but this is not our final goal.Before this, domestic and international useful " rubber earthquake isolation support " is as the precedent of seismic isolation apparatus, but, there is the shortcoming lacking small surplus and elasticity restore funcitons in it, and it is easily be full of cracks, fragile, reply significantly " horizontal distortion " and " elastic deformation " poor ability, is not enough to imperial anti-large level ruinous shock.The reaction formation of seismic wave has no rule and can say, time and elastic deformation, time and horizontal distortion, and there is sudden change in the vibration period of various distortion and Oscillation Amplitude, makes us hard to guard against at any time.In order to realize that seismic wave is consumed in invisible target, this patent keeps elastic allowance and the elasticity restore funcitons of seismic isolation apparatus by the compressed spring type " elastic composite pier " with huge enabling capabilities, also change the straight line of horizontal distortion or curvilinear motion into original place rotary motion by special " handstand pendulum-type universal caster wheel ", Details as Follows:
1. huge " pallet " made by steel concrete, forms an entirety, below pallet, installs seismic isolation apparatus by the building built on pallet and pallet, and this is our basic set pattern.In order to express easily, below using the area of 2000 × 2000mm as " accounting unit ", a seismic isolation apparatus is installed by each accounting unit.The compressed spring type elastic composite pier (8-6) of the main body of seismic isolation apparatus to be a diameter be 1700mm, the matrix of elastic composite pier is rubber or soft quality plastics, reinforcement is large gauge Compress Spring, the diameter of this spring is 1500mm, after this, its radius often reduces 100 ~ 150mm and arranges a spring, until being reduced to residue 100 ~ 150mm is extremely, so forms one " spring assembly ".Each spring is fixed on " the upper and lower clutch disk " that diameter is 2000mm by " briquetting ", the center of upper clutch disk (8-5) arranges the circular hole of a 50 ~ 100mm, base-material cast is carried out in hole thus, several air vent is set at the suitable position of periphery, in order to the use be vented during cast base-material; Lower clutch disk periphery (8-7), universal caster wheel " spindle through-hole " (9-2) of several band convex edges is set, in order to installing the use of universal caster wheel.Because the making of large gauge Compress Spring, may have any problem technically, therefore can within the scope of original diameter, arrange several " minor diameter spring assemblies ", and matrix compound (10-3) is carried out respectively to each minor diameter spring assembly, its spring function and enabling capabilities do not subtract, but stability is slightly poor.
2. this patent have also been devised " seismic isolation apparatus not arranging universal caster wheel " (Figure 11), this device is identical with aforesaid elastic composite pier structure, and its lower clutch disk (11-7) is directly fastened on " on lower fixed disc " (11-8) of " RC Circular pier " (11-9) together with being cast in ground.This seismic isolation apparatus manufacturing technology is simple, and can reduce cost, but, tackle the scarce capacity of crushing special violent earthquake, suggestion: be located in earthquake zone regional with the former, other regional available the latter.
3. on the retaining wall of building periphery, installed " compressed spring type elasticity thrust terminator " (7-3), in earthquake, this thrust terminator can order about building and keep original position, when strong storm occurs, can play cushioning effect.
Accompanying drawing explanation
Fig. 1: exterior wall, inner wall, floor gap dividing plate be perpendicular sectional schematic diagram longitudinally.1-1 aluminum-plastic laminated tube comb (floor layer main body); Double-deck reinforcement plastic aluminium-sandwiched clad plate (floor layer panel) of 1-2; 1-3 inner wall; 1-4 exterior wall; 1-5 exterior wall beam; 1-6 inner wall beam; The projection of 1-7 body of wall beam; 1-8 individual layer reinforcement plastic aluminium-sandwiched clad plate (the fluffy deck panels in sky); 1-9 joist; 1-10 furred ceiling bolt; 1-11 days fluffy layer main bodies; 1-12 wall panel.
Fig. 2: exterior wall local framework schematic diagram.2-1 arc surface bearing column; 2-2 periphery beam; 2-3 window; 2-4 window-frame pillar; 2-5 triangle diagonal brace; 2-6 periphery beam profile; 2-7 arc surface bearing column profile.
Fig. 3: aluminum-plastic laminated tube comb fastener schematic diagram.3-1 floor layer panel; 3-2 aluminum-plastic laminated tube comb; Sit at the bottom of 3-3 fastener; 3-4 diamond-shaped fastener main body; 3-5 fastener screw rod; Heat insulating material section between 3-6 comb; 3-7 body of wall beam projection.
Fig. 4: diamond-shaped fastener main body schematic rear view.4-1 fastener screw vent; 4-2 diamond-shaped main body; 4-3 clamps the triangular hill in aluminum-plastic laminated tube matrix; 4-4 diamond-shaped main body A-A section; 4-5 diamond-shaped main body B-B section.
Fig. 5: floor gap dividing plate and furred ceiling bolt Horizontal vertical sectional schematic diagram.5-1 furred ceiling bolt; 5-2 floor layer panel; 5-3 floor layer; 5-4 aluminum-plastic laminated tube comb (floor layer main body); 5-5 days fluffy layers; 5-6 days fluffy deck panels.
Fig. 6: the horizontal top view sectional schematic diagram of floor gap dividing plate.6-1 inner wall section; 6-2 days fluffy layers; 6-3. exterior wall section; 6-4 aluminum-plastic laminated tube comb; 6-5 comb fastener; Gap between 6-6 comb; 6-7 body of wall beam projection and joist; The horizontal diagonal brace of triangle of 6-8 days fluffy layer frameworks.
Fig. 7: total arrangement's schematic diagram of building and seismic isolation apparatus.7-1 building; 7-2 software water-proof curtain; 7-3 compressed spring type elasticity thrust terminator; 7-4 retaining wall; 7-5 compressed spring type elastic composite pier (seismic isolation apparatus main body); 7-6 handstand pendulum-type universal caster wheel; 7-7 plate platform; 7-8 bearing tray; 7-9 access path.
Fig. 8: seismic isolation apparatus (each accounting unit) assembly schematic diagram.8-1 bearing tray; 8-2 compressed spring type elastic composite pier reinforcement; 8-3 universal caster wheel main shaft; 8-4 plate platform; Clutch disk on 8-5 elastic composite pier; 8-6 elastic composite pier; Clutch disk under 8-7 elastic composite pier; 8-8 universal caster wheel.
Fig. 9: clutch disk schematic top view under elastic composite pier.Clutch disk under 9-1; 9-2 is with the universal caster wheel spindle through-hole of convex edge; 9-3 elastic composite pier matrix outer; 9-4 elastic composite pier reinforcement Compress Spring combines.
Figure 10: minor diameter elastic composite pier combines.Clutch disk under 10-1; 10-2 is with the universal caster wheel spindle through-hole of convex edge; 10-3 minor diameter elastic composite pier matrix outer; 10-4 minor diameter elastic composite pier reinforcement Compress Spring combines.
Figure 11: the seismic isolation apparatus schematic diagram that universal caster wheel is not set.11-1 bearing tray; The upper fixed disc of 11-2; The upper clutch disk of 11-3; 11-4 elastic composite pier reinforcement Compress Spring combines; 11-5 elastic composite pier matrix; 11-6 fixed screw; 11-7. lower clutch disk; Fixed disc under 11-8; 11-9 RC Circular pier.
Figure 12: plastic aluminium-sandwiched clad plate automatic production line schematic diagram.12-1 aluminium strip unwinding device; 12-2 aluminium strip input unit (this device lower roll is drive roll); The defeated glue pump of 12-3; 12-4 shower nozzle; 12-5 impregnation pond; 12-6 glue spreader; 12-7 hair-dryer; The cold true deflector roll of 12-8; 12-9 upper strata base-material extruder; 12-10 lower floor base-material extruder; 12-11 extruder head; 12-12 shaping roller; 12-13 coextrusion die head; 12-14 composite pressure roller; 12-15 draws knurling rolls (this device lower roll is drive roll); 12-16 moving cutting device; The cold true tank of 12-17; 12-18 bead cutter; 12-19 printer; 12-20 packing machine; 12-21 puts in storage; 12-22 console computer.
Figure 13: the technological process of production manufacturing plastic aluminium-sandwiched clad plate with automatic production line.13-1 aluminium strip unreels; 13-2 welds; 13-3 inputs; 13-4 impregnation; 13-5 is really cold; 13-6 gets the raw materials ready; 13-7 Hybrid Heating; 13-8 extrudes lower floor's base-material; 13-9 gets the raw materials ready; 13-10 Hybrid Heating; 13-11 extrudes upper strata base-material; 13-12 extrudes stream; 13-13 shaping; 13-14 coextrusion; 13-15 pressing; 13-16 draws embossing; 13-17 cuts; 13-18 water-cooled; 13-19 trimming; 13-20 prints; 13-21 packs warehouse-in.
Figure 14: the construction process flow process of new building pattern.14-1 builds ground and retaining wall; 14-2 welds and installs plate platform; 14-3 lays seismic isolation apparatus; 14-4 builds concrete steel building pallet; 14-5 construction of buildings framework; The process of 14-6 up successively installing floor board layer comb, floor layer panel, wall panel, the fluffy deck panels in sky, the cast fluffy layer in sky and the heat insulating material of body of wall, stair and staircase by first floor; 14-7 installs building Ding Cover; 14-8 mounting door-window, water, electricity and gas facility, kitchen utilities, WC Facilities; 14-9 cladding panel surface and the process of floor layer panel surface; 14-10 exterior wall surface is unified painted.
Embodiment
1. the construction of lightweight structures building:
Folder aluminium sheet is manufactured by " plastic aluminium-sandwiched clad plate automatic production line " (as Figure 12), and its " technological process of production " performs by Figure 13, and heavy caliber aluminum-plastic laminated tube is manufactured by " the aluminum-plastic laminated tube automatic production line " of German-Chinese joint venture.In this patent, folder aluminium sheet is chief component, is a brand new technical, and first the manufacture method of folder aluminium sheet and the development of manufacture folder aluminium sheet equipment, must will consider.In China, there are this production capacity and technical capability in some molding machine research institute or molding machine manufacturing enterprise, but, have several main points to need to illustrate here:
(1) aluminium sheet automatic production line is pressed from both sides once start and need operate continuously for 24 hours, for this reason, the joint of two volume aluminium strips need be welded when a volume aluminium strip is finished another volume of conversion, so add " welding " operation (13-2) between 13-1 and 13-3 two procedures, this operation has been come by " dock " welding machine, welding machine is installed in orbit, needs welding in then with aluminium strip synchronous operation, be in operation and weld, this welder speed is fast, can weld the aluminium strip of high thickness.
(2) from extruder is extruded, lower floor's base-material extrudes beginning through extruder head together with impregnation aluminium strip, then form " stream ", stream enters coextrusion die head (12-13) until this process of coextrusion die head exit through shaping roller (12-12), the most easily cause base-material Ji Dui and fragmentation, the composite performance of impact folder aluminium sheet and intensity, for this reason, need accomplish during design: one is formulate reasonably, lower floor's base-material extrude thickness, formulate rational shaping roller, coextrusion die entrance, the stream thickness drop of coextrusion die head exit and formulate rational coextrusion die head exit, composite pressure roller (12-14), the stream thickness drop of traction knurling rolls (12-15), two is carry out rounding to the lip of coextrusion die head exit, causes matrix breakdown or internal injury to prevent this position because shear stress is too high, three is formulate reasonably " the stream speed of service ", four is formulate reasonably " base-material heating-up temperature ".
(3) moving cutting device (12-16) is " planer-type ", and this cutter sweep is placed on the track below production line bed body, is given an order with stream synchronous operation and keep in the center after implementing cutting process when needs by " switch ".
(4) application of New Building Materials must cause the update of architectural mode, also must cause the change of " construction process flow process ", and this patent has formulated new building technological process (as Figure 14), for reference during building operations.
(5) process equipment of " Tenon " and " notch " can design with reference to woodworking machinery.
(6) fluid light heat insulation material needs selection " condensing ".
(7) in the process of casting reinforced concrete building frame, to the surface of each mounting clamp aluminium sheet panel, must in strict accordance with horizon and vertical line operation, and keep smooth surface smooth.
2. the main points in seismic isolation apparatus manufacture process:
(1) often organize appraising and deciding of seismic isolation apparatus load capacity to be undertaken by following program with the determination of accounting method and universal caster wheel load capacity and method of adjustment: one is area and the thickness of determining bearing tray (7-8); Two is according to often organizing area and width " between group passage " (7-9) between 600 ~ 1000mm needed for seismic isolation apparatus, calculating bearing tray open ended group of number; Three be according to comprise the whole building weight of bearing tray and assessment of bearing a heavy burden " with " by the often group seismic isolation apparatus weight that need carry drawn divided by group number; Four is according to aforementioned adjusted weight, design Compress Spring specification, height and compression travel; Five is drawn by the weight that often group seismic isolation apparatus need carry the quantity often organized seismic isolation apparatus and need to install universal caster wheel by the weight (300 ~ 500kg) that can carry divided by medium-sized universal caster wheel; Six arrange band nosing " universal caster wheel spindle through-hole " (9-2) according to this quantity on lower clutch disk.
(2) this patent selects special handstand pendulum-type universal caster wheel (8-8) can tackle the straight line in any direction or the horizontal distortion of curve.On the surface of ground, install " plate platform " (8-4) of the full ground of Fu Cover, this platform has two effects, and one is for universal caster wheel provides free rolling platform, two is when ground occurs to ftracture by a small margin, can guarantee that seismic isolation apparatus normally runs.
(3) when seismic isolation apparatus is in the inactive state of counterweight balance, its " load load center of gravity " present position is at 1/2 place of elastic composite pier maximum flexibility deflection, if deviation appears in this position, adjust by increase and decrease Compress Spring quantity, height and specification.
(4) first the enforcement of seismic isolation apparatus need build one " Installation and Debugging " and " earthquake magnitude test " platform, with one group or two groups of seismic isolation apparatus, the weight that need carry by aforementioned adjusted often group seismic isolation apparatus is born a heavy burden to it, position residing for inspection load load center of gravity, Row sum-equal matrix of going forward side by side; Tested by earthquake magnitude, on the one hand inspection multi-axis foot flexibility and reliability, check antidetonation rank on the other hand and modify.
Claims (2)
1. the construction method containing the aluminium plastic composite material lightweight structures building of seismic isolation apparatus, the construction method of this building comprises the construction method of " floor gap dividing plate " and the manufacture method of seismic isolation apparatus main body " elastic composite pier ", it is characterized in that: floor gap dividing plate is made up of floor layer (5-3) and sky fluffy layer (5-5) two parts, floor layer main body (5-4) is by diameter 120 ~ 150mm, thickness of pipe wall 12.5 ~ 15mm, after the aluminum-plastic laminated tube of the thick 0.6 ~ 1mm of reinforcement aluminium strip is squeezed into ellipse by mould, sequentially be placed on body of wall beam projection (1-7) and joist (1-9), so constitute comb, 15 ~ 25mm gap (6-6) is left between each pipe, with fastener, comb is fixed on body of wall beam projection and joist, " the fluffy deck panels in sky " (1-8) installs for relying on body of wall beam projection bottom surface and joist bottom surface, adopt " notch tenon " and be aided with " snap close " between each plate and be connected with bonding adhesive, periphery is connected with " wall panel " (1-12) with " mortise-tenon joint method ", after carrying out heat insulating material cast to the fluffy layer in sky and comb gap, install " floor layer panel " (1-2) with two-layer reinforcement, in the position needed, " furred ceiling bolt " (1-10) is installed according to comb gap.
2. the construction method of a kind of aluminium plastic composite material lightweight structures building containing seismic isolation apparatus according to claim 1, it is characterized in that: the manufacture method of seismic isolation apparatus main body " elastic composite pier ", its matrix is rubber or soft quality plastics (11-5), reinforcement is in the diameter range of setting, and its radius often reduces the spring assembly (8-2) that 100 ~ 150mm arranges a Compress Spring; When counterweight balance remains static, its load load center of gravity present position is at 1/2 place of elastic composite pier maximum flexibility deflection, if deviation appears in this position, then the specification by changing Compress Spring adjusts; Elastic composite pier is fixed on upper clutch disk (8-5) and lower clutch disk (8-7) by briquetting, upper clutch disk is connected with the bearing tray (8-1) of carrying building, lower clutch disk is directly installed on the RC Circular pier (11-9) on ground by lower fixed disc (11-8), or the building near earthquake zone installs universal caster wheel on lower clutch disk, in the upper rolling of plate platform (8-4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310036793.8A CN103114649B (en) | 2013-01-16 | 2013-01-16 | A kind of construction method of the aluminium plastic composite material lightweight structures building containing seismic isolation apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310036793.8A CN103114649B (en) | 2013-01-16 | 2013-01-16 | A kind of construction method of the aluminium plastic composite material lightweight structures building containing seismic isolation apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103114649A CN103114649A (en) | 2013-05-22 |
| CN103114649B true CN103114649B (en) | 2016-03-16 |
Family
ID=48413077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310036793.8A Active CN103114649B (en) | 2013-01-16 | 2013-01-16 | A kind of construction method of the aluminium plastic composite material lightweight structures building containing seismic isolation apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103114649B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760023B (en) * | 2017-03-15 | 2018-11-30 | 温州大学瓯江学院 | A kind of antidetonation faced wall with Multiple Protective Structure |
| CN112627449A (en) * | 2020-12-15 | 2021-04-09 | 添籁家居(上海)有限公司 | Anti-deformation aluminum-wood composite veneer and quality inspection method thereof |
| CN114352019A (en) * | 2022-01-06 | 2022-04-15 | 苏州良浦住宅工业有限公司 | Vertical component exhaust apparatus that is in milk |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06193133A (en) * | 1992-12-25 | 1994-07-12 | Tokyu Constr Co Ltd | Mixed structure of building mainly made of reinforced concrete |
| CN1724918A (en) * | 2005-07-01 | 2006-01-25 | 孙经尧 | Aluminium plastic composite pipe and its manufacturing method |
| CN1884762A (en) * | 2006-06-14 | 2006-12-27 | 广州市壁神新型建材有限公司 | Assembled large-scale construction board with light frame and manufacturing process thereof |
| CN200970913Y (en) * | 2006-10-19 | 2007-11-07 | 孙经尧 | Plastic with aluminium composite board |
| CN102268911A (en) * | 2010-06-03 | 2011-12-07 | 江阴标榜装饰材料有限公司 | Grade-A fireproof aluminium-plastic composite plate |
| CN102785427A (en) * | 2011-05-16 | 2012-11-21 | 孙经尧 | A plastic-sandwiching-aluminum composite board gathering a plurality of stealth technologies in one |
| CN102797372A (en) * | 2012-07-16 | 2012-11-28 | 孙经尧 | Seismic isolation device and tsunami protective device for nuclear power plant and manufacturing method thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3832581B2 (en) * | 2002-11-22 | 2006-10-11 | 克彦 今井 | RC braceless seismic reinforcement method for RC construction |
-
2013
- 2013-01-16 CN CN201310036793.8A patent/CN103114649B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06193133A (en) * | 1992-12-25 | 1994-07-12 | Tokyu Constr Co Ltd | Mixed structure of building mainly made of reinforced concrete |
| CN1724918A (en) * | 2005-07-01 | 2006-01-25 | 孙经尧 | Aluminium plastic composite pipe and its manufacturing method |
| CN1884762A (en) * | 2006-06-14 | 2006-12-27 | 广州市壁神新型建材有限公司 | Assembled large-scale construction board with light frame and manufacturing process thereof |
| CN200970913Y (en) * | 2006-10-19 | 2007-11-07 | 孙经尧 | Plastic with aluminium composite board |
| CN102268911A (en) * | 2010-06-03 | 2011-12-07 | 江阴标榜装饰材料有限公司 | Grade-A fireproof aluminium-plastic composite plate |
| CN102785427A (en) * | 2011-05-16 | 2012-11-21 | 孙经尧 | A plastic-sandwiching-aluminum composite board gathering a plurality of stealth technologies in one |
| CN102797372A (en) * | 2012-07-16 | 2012-11-28 | 孙经尧 | Seismic isolation device and tsunami protective device for nuclear power plant and manufacturing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103114649A (en) | 2013-05-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114649B (en) | A kind of construction method of the aluminium plastic composite material lightweight structures building containing seismic isolation apparatus | |
| CN101070713A (en) | Environment-protection energy-saving ventilating air-conditioning sound-insulating novel building and construction method | |
| CN209397804U (en) | A kind of assembled steel frame-composite slim floor | |
| CN101550744A (en) | Honeycomb composite clean wall plate | |
| CN103266686B (en) | Inflatable skeleton filling wall | |
| CN201288393Y (en) | Honeycomb composite lustration wall plate | |
| WO2015121762A2 (en) | Prefabricated structural building panels and assemblies thereof | |
| CN101392580A (en) | Cellular composite clean board | |
| CN206521849U (en) | A kind of structure and the prefabricated Side fascia of energy saving integrated | |
| CN108729619A (en) | A kind of installation method of raised flooring system and its production method and the floor | |
| CN102352659B (en) | Inorganic heat insulation wall | |
| CN210263700U (en) | Double-groove light heat-insulation wallboard for building decoration | |
| CN208685809U (en) | A kind of decoration integrated building of lightweight steel construction assembly | |
| CN202017269U (en) | Compound model-free heat insulation device for heat insulation of wall | |
| CN205348439U (en) | Fire prevention antiknock board | |
| CN110847485A (en) | Method for manufacturing recombined bamboo-foam concrete combined plate wall | |
| CN201901976U (en) | Honeycomb composite wall plate | |
| CN105421819A (en) | Building method for railing type dwelling | |
| JP2016113829A (en) | Exterior insulation fireproof wall structure for wood building | |
| CN1035539A (en) | Multi-functional carrying thin-walled hollow wall and its application and carrying thin-wall hollow member | |
| CN202227510U (en) | Inorganic thermal insulation wall | |
| CN209163198U (en) | A kind of green building wallboard with high hardness | |
| CN219365036U (en) | Light heat-insulating wall structure | |
| JP6497922B2 (en) | Outer insulation and fireproof outer wall structure of wooden building | |
| CN205990677U (en) | prefabricated composite wallboard structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201229 Address after: 402760 No.92 Donglin Avenue, Biquan street, Bishan District, Chongqing Patentee after: Chongqing high tech Industry Research Institute Co., Ltd Address before: 723002 No.110, building 1, family area, Hanjiang tool factory, Zongying Town, Hantai District, Hanzhong City, Shaanxi Province Patentee before: Sun Jingyao |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211229 Address after: 402760 No.8, Shuangxing Avenue, Biquan street, Bishan District, Chongqing Patentee after: Chongqing Liangshan Construction Investment Co.,Ltd. Address before: 402760 No.92 Donglin Avenue, Biquan street, Bishan District, Chongqing Patentee before: Chongqing high tech Industry Research Institute Co., Ltd |