CN2489002Y

CN2489002Y - Quakeproof combination equipment of building in type of magnetic reactance and bowl

Info

Publication number: CN2489002Y
Application number: CN 01224739
Authority: CN
Inventors: 邓广财
Original assignee: Individual
Current assignee: Individual
Priority date: 2001-05-25
Filing date: 2001-05-25
Publication date: 2002-05-01
Anticipated expiration: 2011-05-25

Abstract

The utility model relates to a quakeproof combination device of building in type of magnetic reactance and bowl. The utility model is arranged between the stories of the lower part of a building. The upper part of the building is a supporting body while the lower part is a loading body. A plurality of bowls and permanent magnets of reactance polarity are positioned between the horizontal planes of the supporting body and the loading body. A pipe extends downward from the supporting body while a traveler extends downward from the loading body. The traveler is accommodated in the pipe with a proper space between. The pipe and the traveler coordinate with each other and are provided with a plurality of elastic elements and a plurality pairs of permanent magnets. The utility model has the excellent effect of quakeproof and has the advantages of construction efficiency rising, construction cost lowering and land saving.

Description

Magnetic reactance bobbin type constructure shakeproof composite set

The utility model relates to a kind of magnetic reactance bobbin type constructure shakeproof composite set.

The destruction that strong earthquake causes victims of the disaster's family background, public works, industrial value, finance activities etc. is well-known.The damage of the building key of disaster particularly wherein, strengthen building intensity to wreck to earthquake-resistant, or the structure that changes building is the main shaft of shockproof in the past theory and practice to reduce earthquake degree or to strengthen shock resistance, and how to allow building isolate from the influence of earthquake, still belong to brand-new field.

Known techniques, for example the TaiWan, China patent of invention is announced No. 279189, disclose a kind of " the rigidity decorrelator assembly that the works basis is shockproof ", be used for the position by around above the basement that forms of basement wall between structure and the plane ground, this assembly comprises: most microscler than tool elasticity and be hollow tube body, its upper end is and superstructure body Joint, and extends towards ground downwards, with as body because moist caused motion; De-connect device, it is bonded to ground to resist the excessive upset of superstructure with some body lotus root; One basic load bearing components, it is to separate at interval with this majority body, this load bearing components is to be positioned on the ground and upwards to extend towards superstructure, presents a top end points simultaneously, and this member comprises the basement wall on every side that presents upper surface; Most bodys be and this basic load bearing components between fully separate, avoiding the time, at body and supporting member and produce between basement on every side and contact by the caused motion of body; Bearing arrangement, it is to insert between this basement wall upper surface and this superstructure body, in order to contacting with this upper surface and superstructure body, to allow relative transverse movement therebetween.

Yet shockproof damping device in the past fails to provide the cheap dynamical shockproof damping device of holding concurrently to select for the designer.

The purpose of this utility model is to be to provide a kind of magnetic reactance bobbin type constructure shakeproof composite set, and it not only has good shockproof effect, also has the building of raising efficient, reduces the advantage of construction cost, saving land use.

In order to achieve the above object, the utility model provides a kind of magnetic reactance bobbin type constructure shakeproof composite set, and it is to be installed between the floor of building below, it is characterized in that:

Be provided with most spin and most permanent magnets that polarity is resisted mutually between the upper and lower supporting body that is provided with respectively of this building and two horizontal planes that are subjected to carrier, this supporting body top fixedly installs the body that extends downward vertically, this is subjected to the carrier upper end to fixedly install the traveller that extends downward vertically, this traveller passes in this body, leave the space between this traveller and this body, be equiped with most flexible members and most between this body and this traveller permanent magnet.

Described magnetic reactance bobbin type constructure shakeproof composite set, it is characterized in that: this is subjected to carrier and this supporting body is that by most the staggered arrangements of stacked brick formula chimeric combines, this each chimeric is respectively equipped with prominent tenon and trepanning in four sides, between this each chimeric by the mutually nested combination of this prominent tenon with trepanning.

Described magnetic reactance bobbin type constructure shakeproof composite set is characterized in that: this chimeric is provided with lug, and a strip bracing piece is arranged in this lug, and several chimeric is connected and fixed.

Described magnetic reactance bobbin type constructure shakeproof composite set, it is characterized in that: this is subjected to the vertical sidewall of carrier, and its corner junction correspondence respectively is provided with glove wing and cover ditch, and this glove wing and this cover ditch are nested.

Described magnetic reactance bobbin type constructure shakeproof composite set, it is characterized in that: the horizontal end face of this supporting body is provided with most alcoves, this spin is placed in this alcove, this is subjected to carrier bottom end face correspondence to be provided with most alcoves to hold and withstand on this spin top, the length of this each alcove and width are greater than the diameter of this spin, highly then less than the radius of this spin, this is subjected to keep a gap between the horizontal end face of carrier and supporting body.

Described magnetic reactance bobbin type constructure shakeproof composite set, it is characterized in that: this is subjected to be provided with bag around the gap between carrier and this supporting body and protects eaves, this bag protects eaves and is made of most composite membeies, this each composite member top is consolidated in this sidewall that is subjected to carrier below, coated by the prominent eaves in gap and this supporting body top between carrier and this supporting body this.

Described magnetic reactance bobbin type constructure shakeproof composite set is characterized in that: this spin is that stainless steel material is made, and is provided with most shafts to the mutually perpendicular bar that rolls around this spin, and this rolls the bar two ends and is supported by support body.

Described magnetic reactance bobbin type constructure shakeproof composite set is characterized in that: this is oppositely arranged with identical polar by magnet set on carrier and this supporting body, and its polarity is consistent with the magnetic field of the earth.

Described magnetic reactance bobbin type constructure shakeproof composite set is characterized in that: the flexible member between this traveller and this body is the pupa shape spring that stainless steel material is made, on this traveller and this body corresponding repelling each other of permanent magnet polarity of being provided with respectively.

Described magnetic reactance bobbin type constructure shakeproof composite set, it is characterized in that: this flexible member is a wheel hook device, one end of this time wheel hook device is established wheel once, but this time wheel is the gyro black assembly that the attached spring of a side is screwed out by the outer direction of center radius vector, central axis props up the bearing bracket stand end in being embedded in this traveller, return wheel one end and be provided with a universal joint, this universal joint becomes to reverse pivot joint with an end of an elastic component, the other end of this elastic component is anchored in the wall of this body, the free end hook joint of this time wheel is on the roller bearing of the rectangular frame of a spring one end, this time wheel is shaped as informal circle, this universal joint to the distance of wheel shaft central point less than the distance of this free end to the wheel shaft central point, the other end of this spring passes an outer face circular hole with pivot connector of screw thread, and this spring tool one piston, the tooth of this piston is slidedly arranged in the anti-moving ditch of this pivot connector, this piston is by a spring contact, this pivot connector spiral shell is located at one and is had in the screwed pipe of negative thread, this screwed pipe is embedded in this body, and this pivot connector has makes axially movable trend in screwed pipe.

Earthquake mainly is presented in the earth's crust to the destructive power of building and back falls back suddenly again when a certain direction is fiercely passed, make building can't bear to come and go variable folding and hinder torsion, damage eventually and capsize, make building not be subjected to the influence of earthquake horizontal direction locomotivity if be provided with most spin between the building at ground and on it, no doubt benefit very big, stay the potential difference of suitable space yet around the below ground building, certainly will rise, yet the utility model can effectively be saved the use in soil with cooperation building and ground.

The utility model is to make subterranean layer and the perpendicular solid supporting body of Stall with tradition or combined type construction method earlier, the above building of construction second floor then on it, as the shockproof body of stand under load, supporting body and be subjected to be provided with between the carrier most metal spin, with majority to the anti-mutually permanent magnet of polarity; Top layer one place of supporting body or most place reserve circular cavity, make the abutting end of this cavity for the thick body of some metal material upper end, the body inner space takes the slidably cylinder that is subjected to the carrier bottom affiliated in, be provided with most flexible members between body and cylinder, with majority to the anti-mutually permanent magnet of polarity, keep building in equilibrium state.

Magnetic reactance bobbin type constructure shakeproof composite set of the present utility model, its supporting body and the main-body structure that is subjected to carrier are designed to the embedded structure of multi-piece type, to improve building efficient, reduce construction cost.

Below by specific embodiment, and assistant enabling for every function of the present utility model, characteristics, has a more understanding of advancing and a understanding with the detailed explanation of graphic do:

Brief description of drawings:

Fig. 1 is the utility model shockproof machine-processed place building and shockproof structure generalized section.

Fig. 2 A is the perspective exploded view of the utility model critical part.

Fig. 2 B is the partial enlarged drawing of Fig. 2 A.

Fig. 3 is the organigram of chimeric of the shockproof body of the utility model.

Fig. 4 is the composite construction schematic diagram that the utility model bag protects eaves.

Fig. 5 is that the utility model bag protects the composite construction schematic diagram that eaves is looked by the top sight.

Fig. 6 is that the utility model returns wheel hook device schematic diagram.

Please cooperate and consult Fig. 1, Fig. 2 A, Fig. 2 B, shown in Figure 3, magnetic reactance bobbin type constructure shakeproof composite set of the present utility model is that the built-up area is divided into the supporting body 20 that is subjected to carrier 10 and below, between the two with spin group 50 as shockproof intermediary.And be subjected to carrier 10, the main body of supporting body 20 is for the convenience of construction, mainly by most chimeric 11,21 are combined into, these chimeric 11, the 21st, be provided with prominent tenon 111 in four sides, 211 or trepanning 112,212, so each chimeric 11 socket combination mutually easily, and each chimeric 11,21 can form the folded staggered arrangement of brick formula, to strengthen bond strength, or also can be provided with lug 13 and (only show in graphic and be subjected to carrier 10 in chimeric 11, supporting body 20 and body of wall also can be provided with), 12 of microscler bracing pieces are arranged in the lug 13, to crisscross on most individual chimeric 11 surfaces, through being coated with the slit with glue, cement injection makes its conjugation stronger again, bearing capacity is bigger.The vertical sidewall corner junction that is subjected to carrier 10 is in chimeric 11 side corresponding glove wing 114, cover ditch 115 to be set, and makes glove wing 114, cover ditch 115 be nested and reach firm combination;

On the upper horizontal face of supporting body 20, be provided with most alcoves 213, in order to ccontaining spin 50.These alcove 213 length and width highly then less than the radius of spin 50, make spin 50 that the well-to-do space of rolling can be arranged in alcove 213 greater than the diameter of spin 50.This spin 50 can be stainless steel material and makes, and prolonging its application life, and is to be provided with most axially mutually perpendicular bars 214 that roll around the spin 50, rubbed up and down the frictional force that forms with the edge to eliminate spin 50 during in earthquake at alcove 213.This rolls bar 214 two ends and is supported by support body, rolls the height of the position height of bar 214 less than alcove 213, with 50 one-tenth contiguous settings of spin.Be subjected in addition the bottom end face correspondence of carrier 10 be provided with most down alcove 116, roll bar 117 structures, be undertaken on spin 50 tops, make and be subjected to carrier 10, supporting body 20 to keep a gap composition from shape with spin 50 between the two, make centrifugal force and each self-applying of earth's crust motive force, guarantee building safety.Be provided with most permanent magnets 215 in the surface, top of supporting body 20, the polarity of these magnet 215 is designed to coincide with the magnetic field of the earth, be that magnet 215 is consistent with compass needle body direction, and be subjected to carrier 10 bottoms to correspond to magnet 215 positions of supporting body 20, also be provided with the anti-mutually with it permanent magnet 118 of most polarity, be identical polar in opposite directions, make mutually anti-magnetic force lower the load of spin 50 carryings, BEFORE AND AFTER EARTHQUAKE is subjected to carrier 10 also can keep its both orientation.And these magnet 215,118 also are designed to adjustable, make that the builder can be according to alloting magnet 215,118 identical directions when the earth's magnetic field, and this will help a large amount of productions.

Please cooperate and consult Fig. 4, shown in Figure 5,

carrier

10 and 20 of the supporting bodies of being subjected to of the present utility model is owing to have the gap, keep exterior appearance, prevent that foreign matter from entering and promoting the safety of monolithic architecture thing in order to block this gap, be provided with bag between the two and protect eaves 60, this bag protects eaves 60 and is made of the composite member 61 that majority is "  " shape, composite member 61 tops are to be consolidated on the sidewall that is subjected to carrier 10, and the short prominent eaves that protects gap and supporting body 20 is then wrapped in the below.

Please consult Fig. 1, shown in Figure 6 simultaneously, one traveller 70 is that the upper end is fixed in and is subjected to carrier 10, these traveller 70 belows become the point-like of slip to contact with roller 74 and ground, supporting body 20 is broken away from the compacting Jing that is subjected to carrier 10 from moving back and forth during in order to earthquake, and after earthquake, be subjected to carrier the relative displacement situation to occur can to utilize motor-vehicle bodies to push away or spur traveller, be adjusted to correct site.And supporting body 20 tops hold the circular hole fixed one downward body 80 that extends that traveller 70 passes, between traveller 70, body 80, be provided with most flexible members, this flexible member includes spring 71 and reaches back wheel hook device 72, to keep building in equilibrium state, buffering absorbs the horizontal direction displacement kinetic energy between the building and the earth's crust when earthquake.These flexible members can be stainless steel material and make, and to increase the service life, spring 71 can be pupa shape spring, and are embedded with polarity permanent magnet 73 in opposite directions in

traveller

70,80 of bodys, to reduce the impact of spring 71.An end that returns wheel hook device 72 is established and is taken turns 721 once, but this time wheel 721 is the gyro black assembly that the attached spring of a side is screwed out by the outer direction of center radius vector, central axis props up bearing bracket stand 722 ends in being embedded in traveller 70, return wheel 721 1 ends and be provided with a universal joint 7211, become coilable pivot joint with an end of an elastic component 723, the other end of elastic component 723 is anchored in the structural walls of body 80.Free end 7212 clasp joints that return wheel 721 are on the roller bearing 7242 of the rectangular frame 7241 of a spring 724 1 ends, and for asking for the effect of rapid unhook, the distance of free end 7212 and wheel shaft central axis is big than universal joint 7211 to the distance of wheel shaft central point.The other end of spring 724 passes an outer face circular hole with pivot connector 725 of screw thread, and its tool one piston 7243, slide on preventing in the moving ditch 7251 in the pivot connector 725 with a tooth 726, prevent the improper rotation of spring 724, piston 7243 and by one than hairspring 7244 contacts, spring 724 by compression when earthquake, thinner spring 7244 certainly will enjoy compression because of moving of piston 7243, because its spring is thinner, when the earth's crust moves, between body 80 under the supporting body 20 and the traveller 70 that is subjected under the carrier 10 mutually the influence of promotion can reduce to minimum, but the elasticity of 7244 tools of spring still is enough to promote piston 7243, when pressure is removed, rectangular frame 7241 is pushed back initial point, make itself and free end 7212 recover the clasp joint state.Pivot connector 725 is provided to a screwed pipe 7252, and this screwed pipe 7252 contains negative thread, and in the cylindrical structure that is embedded in body 80, pivot connector 725 and screwed pipe 7252 be by screw thread pivot mutually, and become can move axially trend in screwed pipe 7252.Take turns hook device 72 as above-mentioned returning, when earthquake takes place, being subjected to seismic wave effect traveller 70 to produce potential difference with body 80 moves, because earthquake early period of origination amplitude of vibration is bigger, return wheel 721 might with spring 724 unhooks of staggering, can both head near the time again clasp joint go back, when clasp joint goes back, after can recover clasp joint by pivot connector 725 mat mechanical forces, and adjustment is to original state in earthquake.The purpose of this time wheel hook device 72 is can make building avoid the influence of longer wind, faint earthquake at ordinary times, when taking place, stronger earthquake then can allow building be subjected to carrier 10 to break away from involving of spring 724, keep steady state, increase shockproof effect, and

spring

71 and 724 can be two and selects a relation.

Comprehensively the above utilizes the utility model can effectively cushion the crustal shock ripple, reaches isolated shock wave and is passed to building, avoids building is damaged, and in space utilization relative advantage is arranged.

Claims

1, a kind of magnetic reactance bobbin type constructure shakeproof composite set, it is to be installed between the floor of building below, it is characterized in that:

2, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: this is subjected to carrier and this supporting body is that by most the staggered arrangements of stacked brick formula chimeric combines, this each chimeric is respectively equipped with prominent tenon and trepanning in four sides, between this each chimeric by the mutually nested combination of this prominent tenon with trepanning.

3, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 2, it is characterized in that: this chimeric is provided with lug, and a strip bracing piece is arranged in this lug, and several chimeric is connected and fixed.

4, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: this is subjected to the vertical sidewall of carrier, and its corner junction correspondence respectively is provided with glove wing and cover ditch, and this glove wing and this cover ditch are nested.

5, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: the horizontal end face of this supporting body is provided with most alcoves, this spin is placed in this alcove, this is subjected to carrier bottom end face correspondence to be provided with most alcoves to hold and withstand on this spin top, the length of this each alcove and width are greater than the diameter of this spin, highly then less than the radius of this spin, this is subjected to keep a gap between the horizontal end face of carrier and supporting body.

6, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: this is subjected to be provided with bag around the gap between carrier and this supporting body and protects eaves, this bag protects eaves and is made of most composite membeies, this each composite member top is consolidated in this sidewall that is subjected to carrier below, coated by the prominent eaves in gap and this supporting body top between carrier and this supporting body this.

7, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: this spin is that stainless steel material is made, and is provided with most shafts to the mutually perpendicular bar that rolls around this spin, this rolls the bar two ends and is supported by support body.

8, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: this is oppositely arranged with identical polar by magnet set on carrier and this supporting body, and its polarity is consistent with the magnetic field of the earth.

9, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: the flexible member between this traveller and this body is the pupa shape spring that stainless steel material is made, on this traveller and this body corresponding repelling each other of permanent magnet polarity of being provided with respectively.

10, magnetic reactance bobbin type constructure shakeproof composite set as claimed in claim 1, it is characterized in that: this flexible member is a wheel hook device, one end of this time wheel hook device is established wheel once, but this time wheel is the gyro black assembly that the attached spring of a side is screwed out by the outer direction of center radius vector, central axis props up the bearing bracket stand end in being embedded in this traveller, return wheel one end and be provided with a universal joint, this universal joint becomes to reverse pivot joint with an end of an elastic component, the other end of this elastic component is anchored in the wall of this body, the free end hook joint of this time wheel is on the roller bearing of the rectangular frame of a spring one end, this time wheel is shaped as informal circle, this universal joint to the distance of wheel shaft central point less than the distance of this free end to the wheel shaft central point, the other end of this spring passes an outer face circular hole with pivot connector of screw thread, and this spring tool one piston, the tooth of this piston is slidedly arranged in the anti-moving ditch of this pivot connector, this piston is by a spring contact, this pivot connector spiral shell is located at one and is had in the screwed pipe of negative thread, and this screwed pipe is embedded in this body.