CN102505875A - Suspended shock absorption and shock prevention workshop - Google Patents

Suspended shock absorption and shock prevention workshop Download PDF

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Publication number
CN102505875A
CN102505875A CN2011103557206A CN201110355720A CN102505875A CN 102505875 A CN102505875 A CN 102505875A CN 2011103557206 A CN2011103557206 A CN 2011103557206A CN 201110355720 A CN201110355720 A CN 201110355720A CN 102505875 A CN102505875 A CN 102505875A
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CN
China
Prior art keywords
damping
factory building
antidetonation
workshop
suspended
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Pending
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CN2011103557206A
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Chinese (zh)
Inventor
江春山
Original Assignee
江春山
于艳丽
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Application filed by 江春山, 于艳丽 filed Critical 江春山
Priority to CN2011103557206A priority Critical patent/CN102505875A/en
Publication of CN102505875A publication Critical patent/CN102505875A/en
Pending legal-status Critical Current

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Abstract

The invention belongs to a suspended shock absorption and shock prevention workshop. The suspended shock absorption and shock prevention workshop comprises a light structure workshop, a groove type reinforced concrete base and suspended shock absorption platform devices. In the invention, the whole building workshop, a stratum and a rock stratum are divided into two bodies by the groove type base. One group of suspended shock absorption platform devices are arranged on a plane of the base, and the light material workshop is constructed on a shock absorption platform. In a violent earthquake, the building base is not firmly constructed and bound on the stratum or the rock stratum, so that the workshop is constructed on the suspended platform. The suspended shock absorption and shock prevention workshop, provided by the invention, has the advantages that: the impact force of the earthquake can be slowed down for more than 60% by the shock absorption device, and a conventional shock prevention mode of overcoming hardness with hardness is changed into a new shock prevention mode of overcoming hardness with softness, so that disasters caused by the violent earthquake can be reduced greatly, a magnitude 9 earthquake can be reduced to be lower than magnitude 5 from theoretical estimation, and the human can be free from intense fear about the great earthquake.

Description

Suspension damping antidetonation factory building
Technical field
The invention belongs to a kind of suspension damping antidetonation factory building.
Background technology
Traditional factory building; In order to tackle the violent earthquake disaster of sternly completing day by day, just on the intensity that the ground of building is built, work hard at, even build ground securely on underground rock stratum; Make the integral body of building, to reach the purpose of antiseismic damping with rock stratum formation rigidity.Facts have proved that in the violent earthquake that is taken place in the world these years, it has little effect.Its reason is fortune kind of a structure; Impact force when earthquake takes place wants 100% ground to be transmitted on the building, makes building same other shaking force of level with earthquake, is shaking; Make building suffer destruction, damage, the casualties of equality strength with the stratum; Suffer heavy losses, make the mankind terrified consumingly, so far the effective way of neither one.
Summary of the invention
The objective of the invention is two measures: the one, design a kind of suspension damping antidetonation factory building, be about to design on the structure foundation by adorning a cover suspension damped platform device.The 2nd, make ground and the stratum or the rock stratum one-to-two of factory building, original binding rigid unitary pattern is become the split hover mode after lightening restrictions on.
The unbreakable same stratum of traditional ground with building, the integral body into rigidity is built in the rock stratum, the theory pattern of " firm " with firm gram, sea, the destructive power that mountains collapse and the earth crack up, the difficulty again of difficulty are smash in the river of can turning over of resisting that violent earthquake discharged.Also have the mankind to shake prediction over the ground and do not pass a test, in face of big shake, tie up hand and do not have plan, can only say: " very first time disaster relief, mitigation ", and do not accomplish real taking precautions against natural calamities before the calamity.The Fukushima, Japan nuclear power station has polluted 1000 square kilometres all things on earth, has endless trouble the consequence of having brought the nuclear power prospect to remain undecided to the world.We have experienced process, experience, the origin cause of formation of having observed earthquake, the characteristic of nearly decades of multiple earthquake.The shockproof mode present like the mankind; Find to be the problem that can not fundamentally solve anti-big shake only by the intensity of strengthening ground and building; Must change the architectural mode of " firm with firm gram ", the building theory with " defeating a force with a tenderness " is divided into two building from ground with the rock stratum, stratum.By adorning a cover damped platform device, building is suspended on the ground surface in the building bottom, the energy that produces takes place when earthquake; After being cushioned decay between building and the stratum; Nearly 40% energy is delivered on the building, and factory building is understood whole suspended motion slight in restricted portion under the effect protection of damping device; Can not be damaged, more nuclear leakage can not take place.
Tank like hundred tons of weights is run in the wild country, and the occupant of its inside has the sensation of taking advantage of aboard ship, does not have violent top seismaesthesia, and the car that we take is very comfortable, all is because they all have a cover shock mitigation system.So antidetonation must be worked hard in damping.With the pattern that the past " firm with firm gram " gives tit for tat, anti seismic efficiency is very little; We must advance me with walking and move back, and avoid cutting edge, with the road of exempting from calamity of the protection against and mitigation of earthquake disasters of " gentle gram just ".
Advantage of the present invention is that the theory and the pattern of change traditional architecture antidetonation are disintegrated factory building and stratum, and presented suspended state.Change new concept, the new model of the shockproof pattern of original " firm with firm gram " for the shockproof damping of " defeating a force with a tenderness ", assessment theoretically can be reduced to nine grades of earthquakes below the Pyatyi, is the problem exploration new way of Chinese People's Anti-Japanese Military and Political College's earthquake of many key building.
Figure of description
Fig. 1 is structural principle shaving of the present invention and split ground sketch map.
Fig. 2 is a bottom tube damping ball schematic layout pattern of the present invention.
Fig. 3 is a damped platform device damping spring schematic layout pattern of the present invention.
Fig. 4 is the present invention's basis damping spherical structure material sketch map.
Fig. 5 is elastic telescopic cable of the present invention (electric wire) sketch map figure.
Fig. 6 is water of the present invention, warm, tubing schematic appearance.
Specific embodiments
The present invention is shown in Fig. 1-6, and the main groove shaped ground damped platform apparatus main body 6 light structures factory buildings 1 of suspension damped platform factory building constitute.
Damped platform device 6; Like Fig. 1,2, shown in 5; Main platform body is the box hexahedron of a steel work; On the inner plane of platform, several damping springs 3 by designing requirement are installed, between the damping wall of platform four sides and groove shaped ground, horizontal damping spring and slip steel ball 9,10 are installed.Between each place, gate of factory building and damping foundation wall, establish a steel work unsteady access bridge 13 that can stretch; Be connected by the plane of bridge plate connecting axle 14 with the suspension damped platform; The other end of bridge floor 13 rides on the moderate fluctuation steel ball 12 on damping wall plane, and groove shaped ground 7 steel concrete are built.The factory building (or other buildings) of structure light material on the plane of suspension damped platform device.It is as shown in Figure 3 that the electrical equipment of factory building leads in/out the cable that cable adopts spring to stretch.Snakelike or the U-shaped pipe that water, warm, pipe material by adopting rubber or high-ductility high strength can be stretched.
The ground of the building of this structure breaks off with the rock stratum of earth surface; Make building not fettered by the whole binding in stratum; Relative can independently become a free body; Add owing to Floating damped platform device, the effect of damping, buffering, the destructive power of violent earthquake is by rhythm decay significantly.
Suspension damping antidetonation factory building of the present invention; This cover suspension damped platform device has been installed, and it can carry out work timely in vibrations when earthquake takes place, and no matter is the power of rocking of the vertical jitter or the horizontal vibrating of earthquake; Its shaking force of can not only decaying; And can change into flexible shock to the rigid shock power of remnants, like this building has just been played the effect of desirable quakeproof and quake-resistant.

Claims (5)

1. suspension damping antidetonation factory building; Mainly by factory building, groove shaped ground, suspension damped platform device is formed, and it is characterized in that: suspension damping antidetonation factory building comprises: the damped platform device; Hexahedral framework platform by steel work; Some damping springs are adorned in its inside, all around and between the ground damping wall by adorning some horizontal damping springs and steel ball (slip), between damped platform bottom and spill grade level, be equipped with the damping ball several.The groove ground is by the steel concrete placing.Damping cable and damping water pipe, steam heating pipe.The factory building of constructing by light material.
2. the described suspension damping of claim 1 antidetonation factory building, it is characterized in that: described suspension damped platform device is the antidetonation shock attenuation stage apparatus that is made up of damping spring and damping ball.
3. claim 1 is described is suspension damping antidetonation factory building, it is characterized in that: the ground of groove type, guaranteed building, and factory building is whole to be divided into two with the stratum, by original rigid unitary, becomes the branch body structure.
4. claim 1 is described is suspension damping antidetonation factory building, it is characterized in that: used cable is the telescopic cable of spring.
5. the described suspension damping of claim 1 antidetonation factory building is characterized in that: water pipe that the snakelike or U-shaped that is adopted can stretch and heating installation tubing.
CN2011103557206A 2011-11-11 2011-11-11 Suspended shock absorption and shock prevention workshop Pending CN102505875A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011103557206A CN102505875A (en) 2011-11-11 2011-11-11 Suspended shock absorption and shock prevention workshop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011103557206A CN102505875A (en) 2011-11-11 2011-11-11 Suspended shock absorption and shock prevention workshop

Publications (1)

Publication Number Publication Date
CN102505875A true CN102505875A (en) 2012-06-20

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CN2011103557206A Pending CN102505875A (en) 2011-11-11 2011-11-11 Suspended shock absorption and shock prevention workshop

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CN (1) CN102505875A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046662A (en) * 2013-01-09 2013-04-17 北京建筑工程学院 Soft contact limit mechanism for isolation layers
CN104953489A (en) * 2015-07-20 2015-09-30 长沙金定信息技术有限公司 Anti-seismic intelligent box-type substation
CN107740504A (en) * 2017-10-10 2018-02-27 王恒希 A kind of novel earthquake-proof structure of light house
CN108018961A (en) * 2017-12-28 2018-05-11 开封宜家建筑材料有限公司 One kind building damping device
CN109736606A (en) * 2019-01-25 2019-05-10 国网甘肃省电力公司白银供电公司 A kind of highly-safe distribution station
CN109972727A (en) * 2019-03-22 2019-07-05 许世忠 A kind of assembled steel Reinforced Concrete Buildings
CN110761339A (en) * 2019-10-18 2020-02-07 中铁八局集团第六工程有限公司 High-rise building damping structure and construction method thereof
RU2758325C1 (en) * 2020-12-29 2021-10-28 Акционерное общество "Научно-исследовательский центр "Строительство", АО "НИЦ "Строительство" Multi-storey earthquake-resistant building

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103046662A (en) * 2013-01-09 2013-04-17 北京建筑工程学院 Soft contact limit mechanism for isolation layers
CN104953489A (en) * 2015-07-20 2015-09-30 长沙金定信息技术有限公司 Anti-seismic intelligent box-type substation
CN107740504A (en) * 2017-10-10 2018-02-27 王恒希 A kind of novel earthquake-proof structure of light house
CN107740504B (en) * 2017-10-10 2019-05-31 王恒希 A kind of anti-seismic structure of light house
CN108018961A (en) * 2017-12-28 2018-05-11 开封宜家建筑材料有限公司 One kind building damping device
CN109736606A (en) * 2019-01-25 2019-05-10 国网甘肃省电力公司白银供电公司 A kind of highly-safe distribution station
CN109972727A (en) * 2019-03-22 2019-07-05 许世忠 A kind of assembled steel Reinforced Concrete Buildings
CN110761339A (en) * 2019-10-18 2020-02-07 中铁八局集团第六工程有限公司 High-rise building damping structure and construction method thereof
CN110761339B (en) * 2019-10-18 2021-08-17 中铁八局集团昆明铁路建设有限公司 High-rise building damping structure and construction method thereof
RU2758325C1 (en) * 2020-12-29 2021-10-28 Акционерное общество "Научно-исследовательский центр "Строительство", АО "НИЦ "Строительство" Multi-storey earthquake-resistant building

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Application publication date: 20120620