CN108643577A - 2 Anti-shock buildings of construction are bypassed the immediate leadership Anti-Typhoon easy shatter-proof 3 generation specific purpose tool and usage - Google Patents

Abstract

Earthquake region inventor creates 2 Anti-shock buildings of construction and bypasses the immediate leadership Anti-Typhoon easy shatter-proof 3 generation specific purpose tool and usage, and making vibrating head into stick 3 thin vibrates concrete to the intensive place of beam connecting node reinforcing bar；Had with 1 foundry before more than ten years and is superimposed《2 antidetonations enhance method in serial easily shatter-proof construction link》It repaiies 7 degree of bricks and mixes laboratory building；Bear within 2008 directly 8 grades away from Wenchuan earthquake centres less than 20 kilometers at the earthquake more than 9.1 degree attacks, the live in peace Dujiang weir laboratory building of zero injures and deaths of personnel as before of resident family illustrates that this series invention can promote a liter building collapse safety stock coefficient, 7 degree of building qualitative changes to 8 degree of 0.20g, 9 degree of basic seismic design acceleration value 0.10g can also be promoted liter, serial four《The physics qualitative change of the buildings Gan Zhuan is allowed to increase the easy shatter-proof enhancing method that 0.10g realizes 2 antidetonations of construction》Superposition series nine《Mechanical removal hole wall separation layer filleting builds almost watertight tool and usage》The earthquake that hardly possible the is surveyed dream that Anti-Typhoon, huge mitigation damage allows people to enjoy WenXinJiaYuan for a long time by 2 antidetonations of constructing is allowed to be realized before 10 years.

Description

2 Anti-shock buildings of construction are bypassed the immediate leadership Anti-Typhoon easy shatter-proof 3 generation specific purpose tool and usage

Technical field

The present invention relates to a kind of building instrument, existed by the number building brick mix structure laboratory building building of earthquake severely afflicated area two places When prominent chance earthquake；Total Test is built all after the strong earthquakes for surmounting construction drawing design are examined, then improved a kind of by round steel Pipe, square steel tube or round steel (this is not shown) change certainly to be welded into《2 antidetonations enhance method in serial easily shatter-proof construction link》Eight Specific purpose tool of the present invention, when people provide fortification against earthquakes construction drawing design as being the 1st time built in layout design link After antidetonation, 2 antidetonations once again are realized in construction link again, are that building beam-ends connection section reinforcing bar intensive place vibrates concrete Special equipment；More particularly to it is a kind of can at the construction field (site) or vibrating head factory will vibrate the common 30~50mm particle sizes vibrating head of concrete It is converted into and connects section as the caput that vibrates, in beam-ends with 3 thin footpath round steel pipes, square steel tube or round steel (this is not shown) Point reinforcing bar intensive place vibrates concrete, construction 2 times simultaneous Anti-Typhoon easy shatter-proof 3 generation specific purpose tool and the usages of bypassing the immediate leadership of Anti-shock building once again.

Once the attack for suffering from aftershock during learning to bricklayer's in the practical inventor of building constructor's work causes waist to fall Wound；When the inspection construction of Cong Shi common buildings；The earthquake victims of the disaster shake after sight, the beginning stays the brain in inventor to supervise to go Research, innovation, the construction method for improving common building：Practical inventor is the discovery that due to commonly building in the exploration constantly tested 30~50mm particle size the vibrating heads for building common Zhen Dao Obstinate are less reasonable, easily cause the intrinsic antidetonation Strong degree of construction drawing artificial It is unconsciously whole to reduce, it cannot withstand a single blow when causing common building is prominent to meet the external impacts such as earthquake just impaired, touched in seeking Rope goes out abandon some violation operation bad habit of common building, is improved slightly with 2 times in construction link anti-seismic idea innovations once again The vibrating spear of diameter, at the intensive place of beam-ends connecting node reinforcing bar, use thin footpath caput to vibrate the special of concrete as construction building node Tool；Because of the 1st Aseismic Design for being exactly architectural drawing in design link of providing fortification against earthquakes of construction drawing, in building site It can be achieved with 2 antidetonations once again of constructing in construction link, the disasters such as earthquake and typhoon coped with improvement, growth-promoting building integral strength External impacts carry out shock test；

The practical inventor of the present invention created in 2000 in the extremely heavy earthquake region of earthquake《2 times in serial easily shatter-proof construction link Antidetonation enhances method》, it is just used for the cash brick in the brick mix structure (staggered floor) of cadre's sanitarium construction 6 layers of Building 3,3.2 meters of floor height of community for the year The ripe technology of examination has been ground in building, superposition《2 antidetonations enhance method in serial easily shatter-proof construction link》Build construction link 2 times again Spend the laboratory building of antidetonation；

It is mixed to continue within 2004 2 methods of antidetonation enhancing once again, the brick for building the 26 layers of 3 meters of floor height in building in inspection superposition construction link The cash brick laboratory building of structure (flat bed)；All it is superimposed《2 antidetonations enhance method in serial easily shatter-proof construction link》, will vibrate After the 1 rough diameter vibrating head of original of concrete slightly changes carefully；The concrete at the light closely knit intensive place of common building beam-ends connecting node reinforcing bar of vibrating of energy, The structural collapse safety stock coefficient of building is improved, growth-promoting common building construction drawing is by original basic seismic design acceleration value The 7 earthquake intensity laboratory buildings of 0.10g are changed into basic seismic design acceleration value using derivative after 2 times in construction link once again antidetonation External impacts are resisted in 8 earthquake intensitys of 0.20g.

When earthquake is broken out suddenly；Directly the earthquake centre away from earthquake --- -- presses less than 20 kilometers 2 in 7 earthquake intensity designs, construction link 3 building bricks of secondary antidetonation once again mix laboratory building and bear the external impacts more than the above tens seconds long times of earthquake of 9.1 earthquake intensitys, try Test building but be separated by several meters of neighbours' units 2 building earthquakes be damaged building (former address reconstruction) it is entirely different；2 times once again in construction link The huge mitigation damage in shock test building, owner live in peace as before；The antidetonation of 2 Building 2 (flat bed) laboratory buildings that antidetonation is repaiied once again of county town construction Effect is even more fabulous still excellent so far.【Note：Basic 7 earthquake intensity 0.10 (0.15) of earthquake acceleration value of earthquake-resistant design G, 8 earthquake intensity 0.20 (0.30) g；G is acceleration of gravity.】

Background technology

(1), practical inventor of the invention was vibrated the shatter-proof construction of instrument before 18 years with 1st generation thin footpath, by 7 earthquake intensity antidetonations Construction 2 times in the brick mix structure that construction drawing of setting up defences is built antidetonation cash brick laboratory building once again, several years cadre'ss sanitarium of people of being completed It is located in community；The severe impact of earthquake allow abandoned common building construction some bad habit, in earthquake severely afflicated area two places before shake Grind that examination is ripe, has just summed up for the year from tool superposition of in person demonstrate is changed within several years《2 antidetonations in serial easily shatter-proof construction link Enhancing method》One of 1st generation thin footpath vibrate the concrete at the closely knit building beam-ends connecting node reinforcing bar intensive place of vibrating of instrument, superposition series Two promoted lay bricks used in wall mix mortar strength certainly and be superimposed series three increase oneself mix the intensity of concrete while being superimposed series Four《The physics qualitative change of the buildings Gan Zhuan is allowed to increase the easy shatter-proof enhancing method that 0.10g realizes 2 antidetonations of construction》, laboratory building allows practical inventor Share 4 kinds《2 antidetonations enhance method in serial easily shatter-proof construction link》Implement the impact of the external force such as the earthquake of reply burst in advance：Energy The moment that the dream of jumbo mitigation drop damage occurs in earthquake has just been realized.

(2), there are two the main reason for analysis cause building common building to collapse：First, the reality of earthquake occurs suddenly Earthquake magnitude and earthquake intensity are too many higher than the seismic fortification intensity of common building construction diagram, second is that the node of frame structure, multilayer are common The actual strength etc. for building the intensive place of beam-ends connecting node reinforcing bar of brick mix structure is all because of the common working tool that vibrates It is unreasonable, so allowing violation construction of workpeople when helpless that concrete member stress is just caused to shift, artificially reduces and commonly build The actual strength built, frame structure (frame in being cut containing Highrise Frame), multistory brick-and-concrete structure common building be completed when；Use price The low but building that concrete is built that must vibrate is very universal, and being held in both hands due to unreasonable particle size vibration causes extremely more buildings that can not allow at all The intensive place's component of beam-ends connecting node reinforcing bar of whole building building, is fully achieved construction drawing indicating and notes the intensity that should be reached；When whole building is general When the logical prominent chance natural calamities such as earthquake or typhoon of building are impacted, collapse is just intensive from the beam-ends connecting node reinforcing bar at each position Place's sprawling causes whole building building；The mankind want to solve the reason of first common building collapses, and such as improve common building without end The standard of seismic fortification intensity copes with burst earthquakeThe financial resources of various countries worldwide and individual for the moment all can not also energy at present It enough bears, this method is unrealistic.

(3), the mankind, which will eradicate, solves second common building the reason of collapsing, and needs to allow framed building and tier building The actual strength of the intensive place's concrete of beam-ends connecting node reinforcing bar reach construction drawing and mark the intensity that should reach, according to laboratory building case Shatter-proof data analysis should be entirely capable of going；As long as common particle size vibrating head is converted into left, center, right to shake with 3 thin footpaths Vibrate the specific purpose tool of concrete at the 3rd intensive place of generation common building beam-ends connecting node reinforcing bar of tamper head, to frame structure beam-ends Connecting node, multilayer common building brick mix structure the intensive place of beam-ends connecting node reinforcing bar closely knit vibrate concrete just；From two ground It shakes visible in the shatter-proof data analysis of 5 building laboratory building cases of severely afflicated area；Gangue standard brick has the cash of rough surface in brick mix structure Brick laboratory building, because prominent meet when shaking greatly since superposition is used《2 antidetonations enhance method in serial easily shatter-proof construction link》, because of superposition And the shock resistance that 2 earthquake intensitys are marked more than construction drawing is derived, so just allowing 5 building laboratory buildings to be met shakes huge mitigation damage.

(4), earthquake causes ground drastically to control, vertical tremor causes house collapse that people is caused to be murdered；Because the mankind are for general The purpose that logical building aseismicity is set up defences is that small earthquakes are not bad, medium ones can be repaired, and large ones cannot fall；It provides fortification against earthquakes each just for common building Make corresponding plus Strong Seismic Design of Building in the part of key node；《2 antidetonations enhance method in serial easily shatter-proof construction link》, energy The whole shock resistance that the qualitative change of golden ground promotes common building, 6 layers of the more buildings in the earthquake extremely weight earthquake region two places practical case of laboratory building are not spent more money on Example it is shatter-proof statistics indicate that；The building of the mankind can be allowed to meet shake after antidetonation once again 2 times in construction link by advance can huge mitigation The anti seismic efficiency that damage, scientific research rush are lived in peace is extremely economical to the people's livelihood.

(5), to reach building shift to an earlier date antidetonation hold resistance to external impacts allow it is interior ground city rural architecture it is antiseismic, along Haicheng City Build rural antiseismic and typhoon protection purpose in city；Tool innovation is indispensable, and tool innovation will lead to Quality Innovation, tool wound Newly building collapse safety stock coefficient is necessarily allowed to steeply rise and derives the intensity for resisting external impacts；Architectural working drawing is all Structural collapse safety stock coefficient with rated designs standard；Ensure the ability of the anti-fall safety stock intensity collapsed of building structure Not only with code for structural design, seismic fortification intensity, construction equipment (tool), place Earthquake risk, tolerance wind pressure grade because Be known as pass, also with the well construction measure at the intensive place of common building connecting node reinforcing bar, construction quality and the close phase of operating method Even；Reinforced concrete is as a kind of new construction material, and the mankind realize it comprehensive understanding not yet, due to the low ductility of ordinary concrete Feature, in burst earthquake, common building structural damage mostly occurs in joint (the beam-ends connecting node steel of Liang Yuzhu in typhoon The intensive place of muscle).

(6), common more than needing to vibrate because the without vibration self-compacting concrete price of present building materials market wants more expensive Concrete price wants expensive upper tens percent, so price determines that (Party A) investor compares valence to the selection of most common buildings It is low, only need the ordinary concrete to vibrate use；And common construction vibrate 30~50mm particle sizes vibrating head of concrete can not be by《Construction rule Model》Requirement be normally plugged the intensive place of beam-ends connecting node reinforcing bar vibrate concrete, can not ensure construction drawing requirement building should reach Integral strength.

(7), art industry is specialized in；Much (Party A) investor this No of Gen in decision expect；Due to frequent from market purchase It is more than construction diagram or gap of actually vibrating using the 30~50mm particle size vibrating head majorities for the concrete that vibrates, whenever construction personnel encounters Frame, brick mixed building beam-ends connecting node reinforcing bar intensive place when, mobile beam-ends can only be pried open in violation of rules and regulations in the case of No methods It vibrates again after intensive reinforcing bar at node in the operation of concrete；It is difficult to reset again after the reinforcing bar of sled shifting can not be avoided to misplace and leads to concrete beam Stress displacement, can not avoid the intensive place of beam-ends reinforcing bar vibrate concrete when the reinforcing bar that is shifted in beam of particle size vibrating head block and cause to send out Raw concrete leakage phenomenon, it is not intended in just allow safety stock coefficient decline of collapsing in beam-column connection, counteracting has been spent into antidetonation Investment of setting up defences designs the building collapse safety stock system that the intensive place of part beam-ends connecting node reinforcing bar reinforced should be sufficient Number is lowered, and when just allowing common building to leave to meet the burst natural calamities such as earthquake or typhoon by chance, hiding security risk is at any time all Huge loss may be brought to the lives and properties of resident family；Partly (Party A) investor is in order to reduce cost, much again not Be willing to that the expensive without vibration self-compacting concrete of selection price uses, go to prevent because construction personnel operate in violation of rules and regulations, it is illegal, artificial non-master See the common quality defect hidden danger for intentionally declining caused building integral strength.

(8), the common 30~50mm particle sizes vibrating head of the concrete that for many years, vibrates is not easy beam-ends connecting node of smoothly vibrating The ordinary concrete at the intensive place of reinforcing bar, because the reinforcing bar at node in the middle part of beam is not easy to agitate, often block the concrete that vibrates common 30~ 50mm particle size vibrating heads cause the intensive place of beam-ends connecting node reinforcing bar very universal the phenomenon that locally muscle and leakage concrete are prized in appearance； Sled muscle, which is difficult to reset, causes the displacement of beam key node stress, leakage concrete to allow the intensive part appearance of beam-ends connecting node reinforcing bar serious again Voids and pits, the bond stress for reducing concrete and reinforcing bar again with the component in bubble gap, gap；Common building is directly reduced to set Meter component Central Plains should have, have the safety stock coefficient that collapses that can resist corresponding earthquake intensity earthquake or typhoon, drop again indirectly The low intensity of the common building entirety antidetonation.

(9), by deck-siding 240mm, deck-molding 800mm Vierendeel girder for, calculate the beam at beam-ends connecting node reinforcing bar intensive place Gap distance of vibrating only remaining after pricking muscle Tie；Construction drawing design is fallen according to construction drawing seismic fortification intensity, common building structure Collapse the greatest combined load etc. that safety stock coefficient, basic seismic design acceleration value, each component are undertaken, after calculating separately again Arrangement of reinforcement；Stirrup will all reinforce Aseismic Design at general beam-ends and column connected node, with column joint at a distance of the beam facing layer of 50mm 2 are also devised with from oblique curved upper beam-ends (from connecting node) the face layer of beam bottom main reinforcement and stretches into the beam bottom steel bar stress anchored in column, In addition after the bearing rod on beam face layer both sides, beam both ends (at connecting node) face layer first row is at least up to 4 reinforcing bars；If beam bottom The first placing of reinforcement of portion cannot meet beam bottom mid span moment and calculate requirement, and construction drawing is by the second placing of reinforcement of design configurations beam bottom portion To meet design requirement, the frame column muscle being attached thereto in beam is stretched into beam both ends again after being also devised with 90 degree of bending.

(10), the interstice theory that vibrates of beam steel calculates distance：4 25mm reinforcing bars of first row of beam both ends of the surface layer occupy 100mm, beam while both sides concrete cover per while 25mm occupy altogether at 50 bent, residue 90mm 3 gap=nodes of ÷ between reinforcing bar Each only remaining 30mm in gap of vibrating, interstice theory calculating formula of each vibrating：(240-4 × 25-2 × 25) ÷ 3=30mm.

(11), the signified particle size vibrating spear of the present invention are to reach 45~60 centimetres often for the sphere of action diameter of the concrete that vibrates 30~50mm diameters, either portable or direct insertion particle size vibrating head；Because of the vibration of minimum on the market at present Stick diameter is all 25mm, thus vibrated at beam-ends node with the vibrating head ordinary concrete when, be that can insert easily in theory It vibrates ordinary concrete in the gap for entering in the beam of common building only remaining 30mm between reinforcing bar；But the actual conditions of construction site but with Complete different, the steel of being advocated in the beam of acceptance(check) after the intensive place's binding of the beam-ends connecting node reinforcing bar of theoretical calculation Muscle, the gap that can not bind vertically to vibrate between the reinforcing bars such as the second row in its absolutely straight beam bottom portion or the column muscle that stretches into beam The phenomenon that mutual changing of the relative positions shifts several millimeters pole is universal；To allow vibrating for only residue 30mm between several placing of reinforcements gap while reaching It is difficult that vertical width, which is more than the poles 25mm,；When with the concrete at the vibrating head vibrating beam end node reinforcing bar intensive place of diameter 25mm, directly After the vibrating head of diameter 25mm still accidentally can be bent to 90 degree in the second placing of reinforcement of beam bottom or column, stretches into and connect anchoring in beam The reinforcing bar of the vertical open spaces such as column muscle mutual changing of the relative positions displacement block, allow and be inserted into the intensive place of beam-ends connecting node reinforcing bar and vibrate concrete Vibrating head is difficult to the concrete at the normally intensive place of vibration compacting beam-ends connecting node reinforcing bar, when construction easily association occur sled reinforcing bar and The phenomenon that leakage concrete, causes building collapse safety stock coefficient decline indirectly, directly results in building connection section Safety stock coefficient decline of collapsing that should be sufficient at point causes intensity wretched insufficiency；It allows building to be unable to reach construction drawing antidetonation to set Anti- design requirement, no collapsing with strong earthquake；This is also building trade causes because of the unreasonable reason of the tool for the ordinary concrete that vibrates for a long time Operate violation common construction, this also illustrates why be one earthquake, just allow house collapse breaking-up several ten million square metres, this And there is the building of engineering quality of vibrating common fault prominent meet that can accelerate the failure or even collapse after earthquake, nature calamity will be expanded to the whole mankind One of the reason of evil loss.

(1), practical inventor of the invention vibrates concrete technology and eaerthquake damage mode makes detailed point for existing After analysis, it is because most concretes that vibrate often are more than with the diameter of vibrating head to have searched out existing common building vibrating beam concrete technology Gap of vibrating in beam between reinforcing bar causes when concrete is vibrated in the intensive place's construction of concrete beam connecting node reinforcing bar, often by workpeople Helplessly therefore vibrate concrete, construction the phenomenon that having concrete leakage with regard to inevitable association, the beam steel prized of sled muscle can not reset again Cause common building concrete beam connecting node stress shift, it is not intended in again reduce whole building common building structural collapse safety stock system Number, the former unreasonable instrument that vibrates artificially are reduced design that construction drawing script should have when construct violation operation basically Acceleration g value is shaken, the intensity of the whole external impacts such as antiseismic, Anti-Typhoon of building is eventually reduced；

National Standard of the People's Republic of China

P GB 50011-2010

Seismic design provision in building code

Table 3.2.2 provides fortification against earthquakes the correspondence of every earthquake intensity and basic seismic design acceleration value

Note：G is acceleration of gravity.

(practical inventor's prompt：From above-mentioned seismic design provision in building code 3.2.2 tables：Earthquake often differs 1 earthquake intensity, Basic seismic design acceleration value then differs 1 times, for example the basic seismic design acceleration value of 8 earthquake intensity 0.20g is 7 earthquake intensitys 0.10 2 times of g and 9 earthquake intensity 0.40g are 4 times of 7 earthquake intensity 0.10g, are to show double incremental rule)；

(1 earthquake intensity of every difference of providing fortification against earthquakes is analogized according to table 3.2.2, the acceleration of gravity of earthquake differs 1 times.)

(note：G is acceleration of gravity, and it is double incremental that earthquake, which often differs 1 earthquake intensity,.)

(2), the earthquake kept away in face of no Fa rotation；How could in earthquake substantially mitigation drop damage

(3), practical inventor of the invention, which works out, does not spend more money on gold and only needs to use《2 times in serial easily shatter-proof construction link Antidetonation enhances method》Burst earthquake can be coped with, dreams of to allow the prominent common building for meeting earthquake that can significantly mitigate earthquake calamity The practical inventor of loss started small-scale practice, the buildings A2 of certain cadre's sanitarium to being located in community, the buildings B3, C4 in 2000 Building is built, and the whole superposition 4 of building is turned to from mature local test《2 antidetonation enhancings in serial easily shatter-proof construction link Method》It builds, implemented using common material and is supervised and guided in person by the practical inventor of the present invention, inventor believes firmly, cadre's sanitarium examination Building is tested compared with adjacent cells still continue to use the building that some prize the construction of muscle bad habit in violation of rules and regulations, resident families must can be allowed easily to subtract Calamity drop damage is lived and worked in peace and contentment.

(4), laboratory building was completed people after 6 years, and the construction diagram of Building 3 for being located at earthquake-stricken area is only provided fortification against earthquakes by 7 earthquake intensitys, 2 cash brick laboratory buildings that antidetonation is repaiied once again, staggered floor are designed with stair in 0.9 meter of high parlor in construction link in advance, though It is so good-looking but when compared with the flat bed shock test building building that county town 2004 is repaiied with the technology of the present invention inspection, is not difficult to find out The anti-seismic performance of the staggered floor laboratory building is poor, superelevation reaches 3.2 meters of 6 layers of brick-concrete residence in common building and tests floor height again Building；In macroseism, laboratory building suffers from the impact of huge seismic energy, and seismic wave causes experiment building constructions front and back, left respectively It is right and up and down shake acutely wave the time and be up to tens seconds, the article stored in the pendant and wardrobe on building interior wall is thrown out of One meter how far, the water dispenser in parlor broken, the lavatory basin cabinet of toilet synthesis not being connected and fixed with wall fallen it is rotten；But antidetonation 3 poor building staggered floor cash brick buildings of performance, coarse cash brick load bearing wall, the bedroom ceiling of the thorough body of gangue standard brick are prefabricated boards Building is tested, although not spending more money on gold, superposition has used practical inventor to grind ripe 2 antidetonations once again in construction link of examination Technology is still stood erect as before so far after big shake；Ground azulejo is also remained after ground fissure crosses the buildings B3 bottom of the building and is led in the institute of cadre's sanitarium Cause the trace in ground azulejo crack in institute, ground fractures extension that the outer adjacent cells of enclosure wall is allowed to build, but it is plain to have continued to use some sled muscle Former address after 6 buildings Ceng Zhuanhun constructed cause damage Building 2 to remove by shake is practised to rebuild), and 6 layers of the buildings B3 that cadre's sanitarium is crossed by ground fractures The mixed laboratory building of brick is but substantially intact, mixes laboratory building structure intact against 6 layers of brick of the other buildings A2 of ground fissure and the buildings C4.

(5), be in the retired old man of afternoon nap, child, the on night duty resident family family circle just slept all by burst earthquake from the bed It throws under remote throwing bed；When 3 poor building staggered floor buildings of the cadre's sanitarium anti-seismic performance are built before shake, use the present invention's《System 2 antidetonations enhance method in row easily shatter-proof construction link》6 layers of brick mix structure staggered floor laboratory building, 50 resident family no ones wound It dies, only part resident family indoor furniture, which is fallen, shakes bad small loss；Some sled muscle bad habit constructions have still been continued to use with periphery to repair Impaired bad, the building that caved in the ruins of shake of common building are compared in hundred meters built；3 building bedroom prefabricated boards, the staggered floor of the cadre's sanitarium Cash brick house laboratory building is still strong as before, has given full play of 2 effects that the huge mitigation of antidetonation energy is damaged once again in construction link Fruit, 7 earthquake intensity of the same area is set up defences, same brick mix structure is built using different construction methods, common construction technology and construction ring 2 buildings that anti-seismic technology is repaiied once again have shocked the assessment experts at earthquake calamity scene with visible comparison scene after chance earthquake in section, The cadre's sanitarium superpower shatter-proof function in 2 shock test buildings once again in construction link is unanimously affirmed by brainstrust；The mixed knot of 3 building bricks The staggered floor cash brick laboratory building of structure is all assessed as earthquake-stricken area best one of " substantially intact room " by written.

(6), due to《2 antidetonations enhance method in serial easily shatter-proof construction link》3 building split-level dwelling laboratory building special effects The outstanding superpower expressive ability for having surmounted 2 earthquake intensity antidetonations is too outstanding, has exceeded 3 one-tenth that invention initial stage original is expected；In laboratory building Using in 2 times in the construction link once again technology of antidetonation, earthquake when impact by ground fissure hit wave examine, post-disaster reconstruction building site There is 1 embedding pipe seam of machinery again --- the construction enhancing technology that-rigid waterproofing makes building watertight is by each floor kitchen in 4 building buildings Room, toilet before sticking flexible waterproof roll of not constructing, just try water check oneself examine Zheng Zhuan buildings poured water 6~26 centimetres several days Each layer kitchen and accomodation ground have the Bars In Poured Concrete Slab of multiple end-of-the-pipe as whole cast-in-place ground, watertight rigidity Waterproof effect has shocked the management on the scene of the post-disaster reconstruction building site and item pipe once more.

(7), the four of series《The physics qualitative change of the buildings Gan Zhuan is allowed to increase the easy shatter-proof enhancing method that 0.10g realizes 2 antidetonations of construction》, be Eight present invention of row, the nine of series《Mechanical removal hole wall separation layer filleting builds watertight tool and usage》, dream of It is jumbo to reduce loss that the mankind are subjected to by earthquake calamity disaster caused by a windstorm, created in the extremely heavy earthquake region of earthquake《In serial easily shatter-proof construction link 2 times it is anti- Shake enhancing method》The laboratory building repaiied has been realized and the huge mitigation of zero injures and deaths of personnel, resident family is allowed to damage.

(8), practical inventor was the building of 7 earthquake intensitys originally to cash brick laboratory building antidetonation, with change certainly thin footpath vibrate instrument superposition 《2 antidetonations enhance method in serial easily shatter-proof construction link》It is not cherish to allow laboratory building that can reach the anti seismic efficiency of bypassing the immediate leadership of 8 earthquake intensitys It doubts；Because directly away from earthquake centre less than 20 kilometers, use《2 antidetonations enhance method in serial easily shatter-proof construction link》The Building 3 built are wrong Although layer laboratory building meets with and held resistance to more than earthquake shocks more than 9.1 earthquake intensitys, the laboratory building staggered floor in ground fissure is stood Building so far still it is extraordinary it is strong, allowing numerous owners, no one was injured, be superimposed 4《2 antidetonations in serial easily shatter-proof construction link Enhancing method》3 building split-level dwelling cash brick laboratory buildings be not merely to surmount 1 earthquake intensity, and actually span earthquake intensity more than 2, more than 1 3 building building construction drawings of earthquake magnitude are that the basic seismic design acceleration value of 7 earthquake intensitys is 0.10g, and superposition uses several《It is serial easily shatter-proof 2 antidetonations enhance method in construction link》Afterwards, resistance to earthquake shock is held more than about 9.1 earthquake intensitys of 0.45g when laboratory building meets earthquake； According to《National Standard of the People's Republic of China》P GB 50011-2010《Seismic design provision in building code》In " table 3.2.2 antidetonations Set up defences the correspondence of every earthquake intensity and basic seismic design acceleration value ", according to the earthquake intensity that big shake occurs, it is scaled Building 3 The impact for actually bearing earthquake of cash brick laboratory building (will spray collision after the seismic energy diffusion let out is met at 3 in succession and offset button After subtracting), it is that basic seismic design acceleration value (original should be 10 earthquake intensitys of 0.80g) is lowered to 0.45g about 9.1 now in theory Earthquake intensity is 4.5 times of (notes of laboratory building construction primitive design 7 earthquake intensitys of 0.10g：G is acceleration of gravity).

(9), it uses《2 antidetonations enhance method in serial easily shatter-proof construction link》Laboratory building case be not shear wall knot Structure, nor frame-shear structure, be more than only that general building height has reached 3.2 meters of floor height, anti seismic efficiency but than 3 meters flat beds Building also wants the house laboratory building of the staggered floor brick mix structure of difference.

(10), when the intensive place of beam-ends connecting node reinforcing bar is to reach the 75% of diagram intensity, (first is not only wasted Side) setting up defences for building aseismicity increases the investment of local strength, even the intensity of remaining component all reaches diagram intensity 100%, for the common building, integrally shock proof performance judges：The integral strength of the building can only be built most weak according to whole building The Strength co-mputation identification at place；The building Strength co-mputation is regarded as only to have reached the 75% of diagram intensity, is more than figure when encountering When showing earthquake or the typhoon of intensity 75%, inevitable damaged in the intensive place of the building beam-ends connecting node reinforcing bar is destroyed, and will be caused whole Building house gradually expands the result that impaired face is affirmative.

(11), also the integral strength of common building is not included in into the background for selling competing Fight advantages at present in real estate industry Under, exactly construction industry intervention scientific research and innovation antidetonation, into bloody good time of the antidetonation once again of construction link 2 times；Construction stage is real The most important phase now designed, being just suitble to innovative technology to study, most simple, door is minimum, is realized 2 times in construction link Antidetonation once again；After earthquake, practical inventor of the invention, by analysis, inference repeatedly, finds out finally during several years of manual labour In the violent earthquake, use《2 antidetonations enhance method in serial easily shatter-proof construction link》In two places skill before earthquake occurs suddenly Why the number building cash brick flat bed of art inspection, split-level dwelling laboratory building case can exceed that 2 earthquake intensity antidetonations of construction drawing, laboratory building case Meeting big shake, but no one was injured, can five of jumbo mitigation drop damage the reason is that：

1., the staggered floor laboratory building case in earthquake extremely weight earthquake region can surmount 2 earthquake intensity antidetonations detraction first reason： The thick diameter vibratory sticks of 30~50mm of the common concrete that vibrates are made on building site《2 antidetonation enhancings in serial easily shatter-proof construction link Method》One of first generation thin footpath vibrate after instrument, can allow 7 earthquake intensity basic seismic design acceleration value 0.10g matter of former construction drawing It fades to 0.20g and reaches 8 earthquake intensity earthquake-resistant structures reply earthquake；From China《Construction technology》6th phase in 2013《Raising is commonly built Build influence of the seismic fortification intensity to Civil Cost》It is visible in the analysis of cases of offer：

Common building is increased to 8 earthquake intensitys per m from 7 earthquake intensitys²The 4.60% of civil engineering unit price need to be increased, such as using the present invention by applying 7 earthquake intensity of work figure (0.10g) construct 2 times once again antidetonation can improve 1 earthquake intensity to (0.20g) 8 earthquake intensity=per m²Civil engineering unit price need to be increased 4.60% × 1 earthquake intensity × case, 7 earthquake intensity 2013 civil engineering unit price 1068.42 yuan=be virtually equivalent to every m²Improve 1 The shock strength of earthquake intensity is equal to the investment for saving 49.15 yuans；(China statistical office annual report publicity：Real estate in 2016 Construct 75.8975 hundred million square metres) if there is 10% i.e. 7.58975 hundred million m²Real estate civil engineering presses the 7 of construction drawing using the present invention In earthquake intensity construction link 2 times once again antidetonation can improve 1 earthquake intensity and reach the intensity of 8 earthquake intensitys=37,300,000,000 yuans can be saved Investment；It is used if it is cash brick building of the invention and stackable《2 antidetonations enhance method in serial easily shatter-proof construction link》It Four, by former (0.10g) 7 earthquake intensity cash brick building qualitative change to (0.30g) about 8.7 earthquake intensity antidetonation, promotes (0.20g) and be equal to save 74600000000 yuans of investment【Note：G is acceleration of gravity, and 7 earthquake intensitys are 0.10 (0.15) g, and 8 earthquake intensitys are 0.20 (0.30) g, 9 Earthquake intensity is 0.40g,】.

2., the staggered floor laboratory building case in earthquake extremely weight earthquake region can surmount 2 earthquake intensity antidetonations detraction second reason：Cause For China, the fine sand grain size of defined is too thin in the masonry mortar match ratio of wall at that time, studies in construction link 2 times all the year round again The practical inventor for spending anti-shock methods just makes the fine sand in mortar mix ratio into use coarse sand, the cement total amount Que No of match ratio It is reduced, it is basic will just to have reached 8 earthquake intensitys design by growth-promoting intensity for the coarse sand masonry mortar of the surface area accumulative minimizing of sand grains Seismic acceleration value 0.20g qualitative changes cope with earthquake to the shock strength of 0.25g about 8.5 earthquake intensity laboratory buildings；Thickening sand grains diameter In the match ratio of present specification, having adjusted thick by relevant departments, (this promoted from sand cutting starches the resistance to of growth-promoting intensity Shake construction method cannot have been used again now).

3., the staggered floor laboratory building case in earthquake extremely weight earthquake region can surmount 2 earthquake intensity antidetonations detraction third reason：In Sand grains diameter specified in the concrete ratio of state at that time is also that too thin, of the invention practical inventor again will be in concrete ratio Sand makes into use moulding gravel, and adjusts pebble size with the mung bean stone for increasing 10%, and total water mud amount No of match ratio is reduced, sand grains The intensity for the moulding gravel concrete that surface gross accumulation meter reduces is increased by, and will easily be accelerated up to 8.5 earthquake intensity basic seismic designs Angle value about 0.25g qualitative changes cope with earthquake, the enhancing side of thickening sand grains diameter to the building aseismicity intensity of about 8.7 earthquake intensitys of 0.30g Method, in the match ratio of present specification, having adjusted thick by relevant departments, (this promotion is mixed the shatter-proof of concrete strength certainly and is applied Work method cannot have been used again now).

4., the staggered floor laboratory building case in earthquake extremely weight earthquake region can surmount 2 earthquake intensity antidetonations detraction the 4th reason：It is real Before earthquake, certain cadre's sanitarium is built in community unexpectedly after the common building construction essence for assimilating the older generations by border inventor For 3 building construction links 2 times once again on the cash brick laboratory building building site of antidetonation (gangue standard brick), the peasant of team is built in demonstration guidance in person Work has carried out the distinguished trial of another item；It goes into operation i.e. using 2 methods of antidetonation enhancing once again in construction link, it is shockproof in advance The laboratory building built and can cope with burst earthquake calmly, be resistant to external impacts allows the standard brick masonry of cash brick load bearing wall to be built in full inhale Physics qualitative change occurs after building the cement mortar in mixed mortar, with regard to the cash brick wall that the gangue standard brick of Rang Cu Unfeigned is built by laying bricks or stones, is formed whole The buildings body intervention Zhuan Hun structure shares antidetonation；What it was not required to spend more money on《2 antidetonations enhance method in serial easily shatter-proof construction link》Four 《The physics qualitative change of the buildings Gan Zhuan is allowed to increase the easy shatter-proof enhancing method that 0.10g realizes 2 antidetonations of construction》, practical inventor of the invention is in person Operation inspection can allow the physics qualitative change of cash brick wall masonry to increase to 0.15g, and can allow growth-promoting up to 8.7 earthquake intensity basic seismic designs Acceleration value 0.30g qualitative changes become the laboratory building (note of about 9.1 earthquake intensity building aseismicities to 0.45g：G is acceleration of gravity).

5., the staggered floor laboratory building case in earthquake extremely weight earthquake region can surmount 2 earthquake intensity antidetonations detraction the 5th reason：It is logical The view of practical inventor is after crossing the related data for consulting earthquake；The seismic energy difference is constantly given vent in violent earthquake by 3 points Diffusion until meet collision because the seismic energy impact building of 1 point generally should only allow building deviation left and right or Person be biased into it is forward and backward rock be it is extremely hazardous, and 3 strands of seismic energies expand respectively to meet collision when, just cancelled out each other portion Part seismic energy, in addition a part of seismic energy just building left, right, front and rear will should be caused to rock after mutually colliding Impact energy, being converted into due to collision makes building shake the phenomenon that allowing damaged harm to reduce up and down, so just reducing The practical extent of the destruction of earthquake.

For the 3 practical explorations for holding aseismatic energy impact of building cash brick laboratory building, because laboratory building directly away from 11 earthquake intensity earthquake centres not 20 kilometers of foot, although theoretical calculation should reach basic seismic design acceleration value 0.80g i.e. 10 earthquake intensitys；In view of having portion in earthquake Part energy impact generates consumption, and to reduce to the damaged degree of the reality of building, laboratory building is held aseismatic reality now The impact of energy is adjusted under guarding a bit：More than basic seismic design acceleration value 0.10g to 0.45g about 9.1 earthquake intensitys；【Note： G is acceleration of gravity, and 7 earthquake intensitys are 0.10 (0.15) g, and 9 earthquake intensitys are 0.40g,】.

(12), hard tough cash brick also weathering resistance after the qualitative change of laboratory building physics, will extend the service life in the buildings Gan Zhuan.

(13)、《2 antidetonations enhance method in serial easily shatter-proof construction link》Building 3 for repairing are constructed 2 shock test buildings once again Case explanation：Be the intensive place of beam-ends connecting node reinforcing bar vibrate concrete specific purpose tool innovation after, by some have bad habit construction grasp Make innovation in construction link 2 times once again antidetonation build and build；Tool innovation leads to girder connection concrete physics qualitative change and promotees a liter building Intensity resists the impact of external force；Because from make into 1st generation thin footpath vibrate tool with《2 antidetonations in serial easily shatter-proof construction link Enhancing method》It is scientific and reasonable, could will construction diagram 7 earthquake intensity of original provide fortification against earthquakes by 2 times in construction link once again antidetonation promote liter The integral strength of whole building laboratory building, it is more than the earthquake for applying diagram intensity to allow laboratory building to hold resistance to；It is《In serial easily shatter-proof construction link 2 times antidetonation enhances method》In advance in construction link 2 times once again antidetonation promote to rise building intensity and cope with earthquake, could allow owners Preferably live and work in peace and contentment.

(14), the earthquake occurred suddenly is formed due to geophysics, the mankind widely different can not also keep away, can only go pre- at present It is anti-and cope in advance, go to study forgotten by common people, ignored Chu the enhancing side of 2 antidetonations once again in construction link Method；After the earthquake, be located in directly away from earthquake epicenter less than 20 kilometers the laboratory building in extremely heavy earthquake region stand upright as before with the shake of neighbours Damage building ----striking contrast scene has shocked earthquake calamity scene！

(15), patient's life is saved, doctor's body bosom medical ethics to be leaned on to heal the wounded and rescue the dying；It lives in peace and continues life, need constructor's body There is benevolence, do not prize muscle leakage, abide by rule lawfully operation, allowing people to possess warm home for a long time with the both hands of wisdom, this is also Architectural engineering technology personnel use《Protection against and mitigation of earthquake disasters method》、《5th generation seismic rehionalization map》、《Job specfication》Self-discipline constraint, carries forward construction The positive energy guiding construction of 2 antidetonations once again in link, can not increase to mitigate because earthquake frequently geographical disadvantage due to occur Earthquake calamity leads to huge casualties and economic loss；In construction link 2 times once again antidetonation when, be also not excluded for constructing operation The relatives and friends of person, the material benefit (national statistics of the huge mitigation damage of energy when can also enjoy the prominent chance earthquake of building, disaster caused by a windstorm that he repaiies Office's annual report publicity：Real estate in 2016 is constructed 75.8975 hundred million square metres).

Invention content

1, the intensive place of common building beam-ends connecting node reinforcing bar is allowed to vibrate the applying of concrete the purpose of the present invention is to provide a kind of Work 2 times once again antidetonation, allow the shock proof easily shatter-proof 3rd generation specific purpose tool of building hypergraph；Experiment after the severely afflicated area earthquake of earthquake pole It is visible in the analysis for data that building is shatter-proof：It, can without hindrance insertion beam after the common 30~50mm particle sizes vibrating head of the concrete that vibrates makes thin footpath into Vibrate concrete at the end intensive place of connecting node reinforcing bar：It is that the 3rd generation building beam-ends thin footpath that the whole mankind mitigates earthquake calamity, disaster caused by a windstorm loses can be allowed to shake The specific purpose tool of concrete is smash, need to only use a kind《2 antidetonations enhance method in serial easily shatter-proof construction link》Closely knit beam-ends connection of vibrating The concrete at the intensive place of joint reinforcing bar, so that it may the common building of 7 earthquake intensitys be allowed to be easily reached the impact of about 8 earthquake intensity antidetonations tolerance external force.

2, growth-promoting column beam connecting node of the present invention collapse safety stock coefficient rising operation principle；It is common when needing to vibrate When building the concrete at the intensive place of beam-ends connecting node reinforcing bar：Common 30~50mm particle sizes the vibrating head of concrete that will first vibrate make into it is left, in, The right side has vibrate the 3rd intensive place of generation common building beam-ends connecting node reinforcing bar of caput of 3 thin footpaths to vibrate the specific purpose tool of concrete；It is It borrows particle size vibrating head mechanical vibration force is conducted to 3 thin footpaths caput that vibrates and vibrate the specific purpose tool of concrete, because of 3 of the present invention The thin footpath caput that vibrates is entirely the identical 16~20mm of diameter that vibrates, the concrete at the closely knit intensive place of beam-ends connecting node reinforcing bar of vibrating When；(the vibrate reinforcing bars at the intensive place of beam-ends reinforcing bar in gap of only remaining 30mm are not lived with regard to card at all at beam-ends connecting node reinforcing bar intensive place The thin footpath of hot work in progress the second placing of reinforcement in the middle part of caput or even beam-ends that vibrates also block incessantly hot work in progress and vibrates with 3 thin footpaths Caput vibrates the specific purpose tool of concrete at the intensive place of reinforcing bar.

3, the corresponding vibrating head diameter of the common vibrating head of concrete that vibrates has respectively；25mm, 30mm, (portable) 35mm, 38mm, 45mm, 50mm, 65mm, 70mm etc.；With reference in June, 1981 first edition《Construction handbook》" immersion vibrator in page 454 In technical specification " table 15-28 and (5) of page 455；" distance of each shift position should be no more than vibrating head operating radius R's 1.5 again.The operating radius of General Oscillation stick is 30~40 centimetres." (functional diameter (FD) is just no more than 600~800mm), according to It is visible in this page 2 records：Its radius of a diameter of 35~62mm of vibrating head is 17.5~31mm；With the operating radius of above-mentioned vibrator It is the 17.14 of vibrating head radius that 300~400mm ÷ vibrating head radiuses, 17.5~31mm derivations, which calculate the operating radius of vibrating head, ~12.9 times (functional diameter (FD) of vibrating head is 8.57~6.45 times of vibrating head diameter), from《Construction handbook》The table 15- of page 454 As it can be seen that it is that vibrating head operating radius 300~400mm × 1.5 times are equal to that diameter, which is 35~62mm vibrating heads displacement spacing, in 28 No more than 450~600mm.

Due to being to borrow the power of particle size vibrating head to conduct to thin footpath and vibrate caput when the present invention constructs, the beam-ends that vibrates connection The intensive concrete of joint reinforcing bar, reference《Construction handbook》Afterwards, because the power of particle size vibrating head is passed indirectly by the thin footpath caput that vibrates It leads, so after reducing larger conduction loss and reducing the multiple of particle size vibrating head operating radius, is used further according to laboratory building 1st generation instrument and laboratory building case antidetonation practical data, upgrade to the 3rd intensive place of generation beam-ends connecting node reinforcing bar after comprehensive Specific purpose tool, different particle size vibrating heads vibrate power cause caput spacing difference it is different；When particle size vibrating head vibrates effect When diameter reaches 400mm：It is 50~58mm, 60~68mm, 70~78mm, 80 respectively from the spacing of 3 16~20mm caputs is changed ~90mm；When particle size vibrating head vibrate the diameter of effect reach 600mm when：From the spacing point for changing 3 diameter 16~20mm caputs It is not 78~86mm, 88~96mm, 100~108mm, 110~120mm；From change the spacing 50 of 3 16~20mm caputs~ 120mm。

4, according to《Job specfication》In Standard for quality inspection and assessment of buiding construction GBJ301-88：Component connector or seam The necessary accurate measurement of concrete, pours dense, conscientiously conserves, intensity must reach the regulation of design requirement or job specfication.

5, there is the great gangue standard brick multistory brick-and-concrete structure building of occuping market share in the whole world, can not only be with frame knot Structure, multistory brick-and-concrete structure building can equally use《2 antidetonations enhance method in serial easily shatter-proof construction link》Eight present invention Specific purpose tool, the concrete at the closely knit intensive place of building beam-ends connecting node reinforcing bar of vibrating qualitative change can promote to rise building collapse peace easily Full reserve factor allows the 7 earthquake intensity basic seismic design acceleration value 0.10g qualitative changes of original of construction drawing to reach 8 earthquake intensity antidetonations to 0.20g Building, qualitative change promote rise building collapse safety stock coefficient after, increase interiorly building integral strength hypergraph it is antiseismic, along Haicheng City City, rural building it is more than antiseismic, can also bypass the immediate leadership it is Anti-Typhoon impact and mitigation drop damage.【Note：The design of seismic fortification intensity Basic 7 earthquake intensity 0.10 (0.15) g of earthquake acceleration value, 8 earthquake intensity 0.20 (0.30) g；G is acceleration of gravity.】

6, there are many places to abound with coal, the extremely tier building, villa, rural self-built housing in mostly three or four line cities all in China Like building into the buildings Gan Zhuan using the standard brick of gangue；What should uniquely be prompted emphatically is in brick mix structure：Exclusive gangue mark In addition brick building can also be individually superimposed《2 antidetonations enhance method in serial easily shatter-proof construction link》Four《Allow the buildings Gan Zhuan physics Qualitative change increases the easy shatter-proof enhancing method that 0.10g realizes 2 antidetonations of construction》Coarse cash brick wall masonry is allowed to build sand by laying bricks or stones in the conjunction of full persorption Physics qualitative change occurs after cement mortar in slurry, so that the coarse cash brick wall of full wafer is formed in a stifled whole wall intervention brick-and-concrete buildings and shares Antidetonation allows qualitative change to reach the cash brick building building of 8 earthquake intensity basic seismic design acceleration value 0.20g, again qualitative change to 0.30g The about earthquake-resistant structure of 8.7 earthquake intensitys, qualitative change promote to rise building collapse safety stock coefficient；In addition money need not individually be added, then It is secondary increase cash brick building integral strength can not only allow inland city rural architecture hypergraph antidetonation, coastal cities rural architecture not only Intensity that is antiseismic while having Anti-Typhoon impact of bypassing the immediate leadership concurrently.【Note：The basic seismic design acceleration value of seismic fortification intensity is 7 Earthquake intensity 0.10 (0.15) g, 8 earthquake intensity 0.20 (0.30) g, 9 earthquake intensity 0.40g；G is acceleration of gravity.】

Because laboratory building uses in construction link 2 times antidetonation while being superimposed several once again《Serial easily shatter-proof construction ring 2 antidetonations enhance method in section》Afterwards, 6 layers of experiment of gangue brick that former 7 earthquake intensitys in Building 5, two places of earthquake inspection are provided fortification against earthquakes are had been subjected to Building has been resistant to the laboratory building of earthquake, bears outside the earthquake more than the basic seismic design acceleration value about 0.45g of 9.1 earthquake intensitys Power is impacted, and 5 building buildings of two places, which stand upright to dash forward as before, so far meets big zero injures and deaths of shake personnel.

According to it is above-mentioned compared with prior art, the present invention have substantive social benefit and significantly substantially mitigation drop damage into Walk effect

Description of the drawings

Fig. 1 is the stereogram of Fig. 2；

Fig. 2 is the front view of one embodiment of the invention；

Fig. 3 is sectional view of the present invention when common building column and the intensive place of beam connecting node reinforcing bar vibrate concrete.

Specific implementation mode

Fig. 1 Fig. 2 Fig. 3 and it is above-mentioned it is general construction common building with construction 2 times once again shock test building case mitigation drop Shown in damage comparison, practical inventor of the invention creates《2 methods of antidetonation enhancing once again in serial easily shatter-proof construction link》It builds Building is simultaneously had fantasies of：The dream of casualties and property loss caused by allowing the common building of shatter-proof construction is huge to subtract earthquake disaster, In the moment that earthquake occurs, just realized by the laboratory building case for standing upright as before in extremely heavy earthquake region.

The present invention be according to earthquake severely afflicated area two places number building brick mix structure laboratory building it is prominent meet earthquake when；Total Test is built Be more than that the impact of bypassing the immediate leadership of construction diagram seismic fortification intensity is examined by earthquake, in conjunction with shatter-proof practice data upgrade it is a kind of not only The round steel pipe of diagram can be used, this not shown square steel tube or round steel welding also can be used to vibrate caput as thin footpath；《It is serial easily resistance to Shaking 2 antidetonations in construction link enhances method》Eight present invention《In construction 2 Anti-shock buildings Anti-Typhoon easy shatter-proof 3 generation of bypassing the immediate leadership, is special Tool and usage》, it is made of 3 thin footpaths caput that vibrates；By providing fortification against earthquakes as being in architectural design ring for architectural working drawing The 1st antidetonation in section but realized in construction link the 2nd time once again antidetonation, be can be in common building beam-ends connecting node steel Vibrate the specific purpose tool of concrete at muscle intensive place；It will can be welded into after round steel pipe, square steel tube or round steel excision forming at the construction field (site) thin Diameter vibrate caput 2, thin footpath of caput 1, thin footpath of vibrating is vibrated the 3rd generation specific purpose tool of caput 3, and the thin footpath is vibrated the upper of caput 1 Portion's angle, thin footpath vibrate caput 3 top angle respectively symmetrically with the arc surface of the barred body of particle size vibrating head 4 be molded after weld, Vibrate top flat mouth and the stick tip 5 of caput 2 of thin footpath welds, and vibrates the round steel pipe of caput as thin footpath or square steel tube lower part is welded into Conical head；It closely knit to the concrete at the intensive place of beam-ends connecting node reinforcing bar can vibrate, promote to rise an integral strength for building, can allow common building The hypergraph antiseismic and Anti-Typhoon impact for resisting external force of bypassing the immediate leadership promotees that people is carefree lives in peace.

At the construction field (site) from when changing：The dry middle sand of fried dry is packed into and prepares vibrate caput 1, the thin footpath of thin footpath of oblique roll forming and shakes In the round steel pipe of tamper head 3, square steel tube (this is not shown), tamp Bing Yong after Pin plugs temporarily block tight nozzle, then will bending Red brake forming is burnt with oxygen welding in place；Can prevent thin footpath vibrate caput bending when, hollow tube wall is bent to flat tube wall, molding Remove again afterwards and blocks Pin plugs at nozzle, pours out middle sand in pipe；It is directly bent to using bending machine if being processed by vibrating head factory Type is just.

A, in addition individually designed to there is the positioning band steel that used when welding to grow 130~270mm, width 30mm, thickness 3mm, same Circular Aperture, 16.5~20.5mm of the square hole length of side, the 50~120mm of positioning pitch of holes of one linear position (this is not shown)；It will be thin Diameter vibrate caput 2, thin footpath of caput 1, thin footpath of vibrating vibrates caput 3 after the location hole 30mm, then to the top angle of caput 1, The top angle of caput 3 (prevents barred body from heating up and damages stick core) with the arc surface interval spot welding of the barred body 4 of particle size vibrating head by several times Until whole seam is fixed；The top plain end interval point of caput 2 is welded in the center of stick tip 5 until whole seam is fixed.

B, the vibrate top of caput 1 of thin footpath is cut to 45 degree of angles, then molding tiltedly by 4 arc surface of barred body of particle size vibrating head Mouthful with the multiple interval spot welding of left side arc surface of the barred body 4 of particle size vibrating head up to whole seam welding is fixed, thin footpath is vibrated caput 1 The middle and upper part straight caput 2 that vibrates with thin footpath downwards after 135 degree that curves inwardly is mutually parallel.

C, thin footpath is vibrated the centre bit of the top flat mouth of caput 2 and the stick tip 5 of common 30~50mm particle sizes vibrating head It sets the whole seam welding in corresponding position to fix, thin footpath caput 1, thin footpath caput 2, the thin footpath stretching of caput 3 of vibrating of vibrating of vibrating is vibrated part 50~120mm of mutual spacing.

D, the vibrate top of caput 3 of thin footpath is cut to 45 degree of angles, then molding tiltedly by 4 arc surface of barred body of particle size vibrating head Mouthful with the multiple interval spot welding of the right arc surface of the barred body 4 of particle size vibrating head up to whole seam welding is fixed, thin footpath is vibrated caput 3 The middle and upper part caput 2 that vibrates of straight vibrate with thin footpath downwards caput 1, thin footpath after 135 degree that curves inwardly is mutually parallel.

E, thin footpath vibrate caput 2, thin footpath of caput 1, thin footpath of vibrating is vibrated the round steel pipe diameter of caput 3, this circle not shown Steel diameter and the square steel tube length of side are all 16~20mm, round steel pipe or square steel thickness of pipe wall 2.5mm；Barred body 4, the stick point of particle size vibrating head First 5 30~50mm of diameter.

F, the directly buildings A2, the buildings B3, the buildings C4 6 of 7 degree of certain cadre'ss sanitarium provided fortification against earthquakes of brick mix structure away from earthquake centre less than 20 kilometers Layer cash brick laboratory building；After being resistant to the impact for crossing the buildings B3 more than Seismic Fractures more than 9.1 earthquake intensitys, ground fissure is again through enclosure wall 6 buildings Ceng Ganzhuan of Building 2 of neighbours' unit is all damaged；And directly away from the 5 meters of buildings A2 superpositions that only enclosure wall is separated by using in construction ring 26 layers of cash brick laboratory buildings that anti-shock methods are repaiied once again, the buildings the C4 cash brick laboratory buildings for directly only having enclosure wall to be separated by away from 3 meters are whole in section So far it stands upright as before！It has been superimposed 2 big Zhen Hou No flowers of a few building cash brick laboratory buildings that antidetonation enhancing method is built once again in construction link One point of disaster relief fund repair, owners are just continue the life that happiness is lived in peace so far；After earthquake, with laboratory building every enclosure wall neighbours' unit 2 building buildings it is all damaged --- after having removed former address rebuild；Rushing for same earthquake magnitude earthquake is met within the scope of same place Hitting --- 2 times shock test building and neighbours' conventional construction building meet and form sharp contrast scene after shake and shake once again in-construction link Earthquake calamity scene asks about in a hurry what antidetonation construction technology laboratory building has used on earth

G, construct 2 times once again Anti-shock building bypass the immediate leadership Anti-Typhoon easy shatter-proof 3 generation specific purpose tool and usage；Particle size is shaken when use Dynamic stick makes 3 thin footpath caputs into and stretches into the intensive place of beam-column connection reinforcing bar to vibrate concrete；With common particle size vibrating head construction phase Than, only concrete vibrate transverse direction a little, the spacing of vertical shift, the range effectively covered of vibrating, because being converted into 3 thin footpath vibrating spears The heat dissipation time of particle size vibrating head is different after head, and remaining constructing operation program and common particle size vibrating head construction phase Together：The intensive place of beam-ends connecting node reinforcing bar vibrate a little between transverse direction, 50~120mm of vertical shift spacing, 3 thin footpath caputs shake Smash effectively covering 150~360mm of beam length, each slotting vibrating time was advisable with 20~30 seconds, was in generally water with concrete surface It puts down and occurs uniform bleeding cement and no longer until effervescent, do not sink significantly, indicate that jolt ramming can stop vibrating；Feel Handful operation, when constructing using several vibrating spears the same period on a component, institute should be changed when scalding one's hand to the particle size vibrating head restructured There is the vibration frequency of vibrating spear must be identical.

Claims (6)

1. The Anti-Typhoon easy shatter-proof 3 generation specific purpose tool 1. a kind of 2 Anti-shock buildings of construction are bypassed the immediate leadership, it is characterised in that including specific purpose tool master Body, specific purpose tool main body include that thin footpath vibrate caput (2), thin footpath of caput (1), thin footpath of vibrating is vibrated caput (3)；The thin footpath is shaken Tamper head (1), thin footpath vibrate caput (2), thin footpath vibrate caput (3) respectively with the barred body of particle size vibrating head (4), stick tip (5) Be welded and fixed, thin footpath vibrate caput (1), thin footpath vibrate caput (2), thin footpath vibrate caput (3) can not only use diagram round steel pipe, also It can be vibrated caput as thin footpath using welding after this square steel tube or round steel excision forming not shown；Thin footpath is vibrated caput (1) The vibrate top angle of caput (3) of top angle, thin footpath is respectively symmetrically welded with the barred body of particle size vibrating head (4), and thin footpath vibrates The top flat mouth of caput (2) is welded with stick tip (5), vibrates the round steel pipe of caput as thin footpath or square steel tube lower part is welded into taper Tube head.
2. The Anti-Typhoon easy shatter-proof 3 generation specific purpose tool 2. 2 Anti-shock buildings of construction according to claim 1 are bypassed the immediate leadership, feature exist It is cut to 45 degree of angles in the vibrate top of caput (1) of above-mentioned thin footpath, then molding tiltedly by barred body (4) arc surface of particle size vibrating head Mouthful and the whole seam welding of left side arc surface of the barred body (4) of particle size vibrating head fix, thin footpath vibrate caput (1) middle and upper part it is inwardly curved The straight caput (2) that vibrates with thin footpath downwards is mutually parallel after 135 degree bent.
3. The Anti-Typhoon easy shatter-proof 3 generation specific purpose tool 3. 2 Anti-shock buildings of construction according to claim 2 are bypassed the immediate leadership, feature exist The mutual spacing 50 of part of vibrating is stretched out in above-mentioned thin footpath caput (1), thin footpath caput (2), the thin footpath caput (3) that vibrates that vibrates that vibrates ~120mm；Thin footpath vibrate caput (2) top be cut to 90 degree of flat mouthes and particle size vibrating head stick tip (5) center pair It should locate whole seam welding.
4. The Anti-Typhoon easy shatter-proof 3 generation specific purpose tool 4. 2 Anti-shock buildings of construction according to claim 3 are bypassed the immediate leadership, feature exist It is cut to 45 degree of angles in the vibrate top of caput (3) of above-mentioned thin footpath, then molding tiltedly by barred body (4) arc surface of particle size vibrating head Mouthful and the barred body (4) of particle size vibrating head the whole seam welding of the right arc surface fix, its middle and upper part curve inwardly after 135 degree it is straight to Lower vibrate with thin footpath caput (1), the thin footpath caput (2) that vibrates are mutually parallel.
5. The Anti-Typhoon easy shatter-proof 3 generation specific purpose tool 5. 2 Anti-shock buildings of construction according to claim 4 are bypassed the immediate leadership, feature exist In above-mentioned thin footpath vibrate caput (1), thin footpath vibrate caput (2), thin footpath vibrate caput (3) round steel pipe diameter, this is not shown Round steel diameter and the square steel tube length of side be all 16~20mm, round steel pipe or square steel thickness of pipe wall 2.5mm；The barred body of particle size vibrating head (4), 30~50mm of diameter of stick tip (5).
6. Anti-Typhoon easy shatter-proof 3 generation specific purpose tool and usage 6. 2 Anti-shock buildings of constructing according to claim 1 or 5 are bypassed the immediate leadership, It is characterized in that, being to make 1 particle size vibrating head into 3 thin footpath caputs to vibrate the concrete at the intensive place of beam-ends connecting node reinforcing bar；With The construction of vibrating of common vibrating head is compared, only concrete vibrate transverse direction a little, the spacing of vertical shift, vibrate the model effectively covered Enclose, because be converted into 3 thin footpaths vibrate vibrating head after caput the heat dissipation time it is different, and remaining constructing operation program with often It is constructed with vibrating head identical：The intensive place of beam-ends connecting node reinforcing bar vibrate a little between transverse direction, vertical shift spacing 50~ 120mm, 3 thin footpaths vibrate caput vibrate effectively covering beam length be 150~360mm, each slotting vibrating time is with 20~30 Second it is advisable, generally with concrete surface in horizontal and uniform bleeding cement occur and no longer until effervescent, do not sink significantly, Indicate that jolt ramming can stop vibrating, feel to the vibrating head restructured should change handful operation, the same period on a component when scalding one's hand When being constructed using several vibrating spears, the vibration frequency of all vibrating spears must be identical.