CN1313687C - Making method of anti-earthquack well - Google Patents
Making method of anti-earthquack well Download PDFInfo
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- CN1313687C CN1313687C CNB2004100213485A CN200410021348A CN1313687C CN 1313687 C CN1313687 C CN 1313687C CN B2004100213485 A CNB2004100213485 A CN B2004100213485A CN 200410021348 A CN200410021348 A CN 200410021348A CN 1313687 C CN1313687 C CN 1313687C
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- well
- earthquake
- building
- pit
- hole
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Abstract
The present invention belongs to an anti-earthquake method, particularly to a making method of an anti-earthquake well beside a building for preventing the collapse of the building in an earthquake. The present invention is characterized in that firstly, a pit with the depth of 2.5 to 3.0 meters is dug out on the ground, wall bodies are built at the circumference of the inner wall of the pit; then, a well with a well handle, a well head and a well pipe are installed at the bottom of the pit, wherein the well handle is connected with a well bowl in the well head; the well pipe at the lower end of the well is communicated with the groundwater; finally, the well pit is filled by sand stone. The pit of 2.5 to 3.0 meters is the square pit. By the building of the anti-earthquake well, the damage of the earthquake to the building at the periphery of the well is effectively reduced. The building is protected, the casualty of people is reduced, and the loss of property is reduced. The anti-earthquake well has the advantages of simple making method, practicality, low cost, good use effect and easy popularization and use.
Description
One, technical field: the invention belongs to a kind of shockproof method, particularly relate to a kind of preparation method that is used to prevent building chance earthquake collapse and is provided with anti-earthquake well on its next door.
Two, background technology: along with the continuous transition of the earth's crust, the generation of earthquake is more and more frequent, brought very big disaster for thus Human's production and life, and be used for shockproof method at present seldom, some method does not have shockproof effect, therefore people build building to such an extent that more thick and heavyly prevent earthquake, have wasted many raw material and natural resource like this.
Three, summary of the invention:
1, goal of the invention: the present invention relates to a kind of preparation method of anti-earthquake well, its purpose is that having this well on the building next door can reduce the destruction of earthquake to building effectively.
2, technical scheme: a kind of preparation method of anti-earthquake well, it is characterized in that: the hole of digging out a degree of depth at first on the ground and be 2.5~3.0 meters, build around the inwall of hole and go up body of wall, the well that has well handle, well head and well casing was installed at the end, hole, the well handle is connected with well bowl in the well head, the well casing one of downhole end fills up well at last through to the underground water place with sandstone.
The aforementioned degree of depth is that 2.5~3.0 meters hole is foursquare hole.
3, advantage and effect: by the setting of this shockproof well, can reduce the destruction of earthquake effectively to this well surrounding buildings thing, kept building, reduction personnel's injures and deaths, reduced the loss of property, this anti-earthquake well preparation method is simple, easily row, cost is low, result of use good, be easy to promote the use of.
Four, description of drawings:
Five, the specific embodiment:
As shown in Figure 1, dig out a degree of depth at first on the ground and be 2.5~3.0 meters hole, build around the inwall of hole and go up body of wall 1, body of wall 1 is a square.Install at the end, hole have well 2, the well of well head 3 and well casing 4, well passes through iron rod 5 and well head 3 interior well bowls 6 to 2 and is connected, the well casing 4 one of lower end fills up well at last through to the underground water place with sandstone.
Four direction respectively is provided with so anti-earthquake well around a building, and no matter the seismic wave of earthquake from which direction is come, and through this mouthful well the time, the body of wall 1 of well under ground portion can both the weakened part seismic wave.Owing to be filled with sandstone in the well, part seismic wave just passes to well on 2, well is subjected to the effect of seismic wave to 2 and up-down vibration, this mechanical oscillation will be passed to water table by iron rod 5, well bowl 6 and well casing 4, the seismic wave of most earthquakes is turned, thereby reduced the seismic wave of earthquake effectively, the destruction that makes the building on well next door be subjected to earthquake reduces.Study carefully its principle: if there is earthquake to take place, the well of this anti-earthquake well is 2 certainly moving, and it is one moving, and well head 3, well bowl 6 all moving, have produced draft naturally, and seismic wave will go to the underground under water pipe, has finished shockproof purpose like this.Just dug a bite well before the house that the inventor lived in the past, be out of use later on and just fill up with sandstone.In the middle of 5 grades of earthquakes once (later newspaper report), the inventor sees with one's own eyes in the fluctuation together that the earthquake seismic wave forms ground and far and closely rolls, run into this mouthful well after, end impressively.Seismaesthesia is in various degree all arranged in other building, and behind this mouthful well within doors, have not a particle of seismaesthesia.Afterwards well was excavated, see well 2, well head 3, well bowl 6 and well casing 4 all have very big vibrations vestige, illustrate that this mouthful well has changed direction with the seismic wave of earthquake, thereby protected building after one's death.
It or not the seismic wave that just can eliminate earthquake by the anti-earthquake well of this mouthful fully, but can reduce the seismic wave of earthquake effectively, the inventor is by doing overtesting on some construction sites, the place ahead is the construction site, be provided with after this mouthful well, stand in the back of this mouthful well, the effect that can reduce earth shock is but arranged, relatively severe to vibrations, effect is especially obvious.
Claims (2)
1. the preparation method of an anti-earthquake well, it is characterized in that: the hole of digging out a degree of depth at first on the ground and be 2.5~3.0 meters, build around the inwall of hole and go up body of wall (1), have well the well of (2), well head (3) and well casing (4) in the installation of the end, hole, well is connected the interior well bowl (6) of (2) and well head (3), the well casing (4) one of lower end fills up well at last through to the underground water place with sandstone.
2. the preparation method of a kind of anti-earthquake well according to claim 1 is characterized in that: the aforementioned degree of depth is that 2.5~3.0 meters hole is foursquare hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNB2004100213485A CN1313687C (en) | 2004-03-09 | 2004-03-09 | Making method of anti-earthquack well |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CNB2004100213485A CN1313687C (en) | 2004-03-09 | 2004-03-09 | Making method of anti-earthquack well |
Publications (2)
Publication Number | Publication Date |
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CN1560396A CN1560396A (en) | 2005-01-05 |
CN1313687C true CN1313687C (en) | 2007-05-02 |
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CNB2004100213485A Expired - Fee Related CN1313687C (en) | 2004-03-09 | 2004-03-09 | Making method of anti-earthquack well |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5173012A (en) * | 1989-07-15 | 1992-12-22 | Clouth Gummiwerke Aktiengesellschaft | Ground-borne noise and vibration damping |
CN1140222A (en) * | 1996-04-29 | 1997-01-15 | 辽宁省建设科学研究院 | Building construction sliding shock-damping energy-dissipating tech. |
DE19638658A1 (en) * | 1996-09-20 | 1998-04-16 | Siemens Ag | Shock-load absorber fixture surface on wall of power station |
JP2001107601A (en) * | 1999-10-13 | 2001-04-17 | Nippon Steel Corp | Energy absorption member |
CN2431333Y (en) * | 2000-07-11 | 2001-05-23 | 楚宏 | Dissipative vibration isolation device for building |
WO2001042578A1 (en) * | 1999-12-08 | 2001-06-14 | Nederlandse Organisatie Voor Toegepast-Natuurwetenschappelijk Onderzoek (Tno) | Explosion-resistant wall construction |
CN2499462Y (en) * | 2001-08-08 | 2002-07-10 | 庄国荣 | Energy dissipation device for earth quake |
-
2004
- 2004-03-09 CN CNB2004100213485A patent/CN1313687C/en not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5173012A (en) * | 1989-07-15 | 1992-12-22 | Clouth Gummiwerke Aktiengesellschaft | Ground-borne noise and vibration damping |
CN1140222A (en) * | 1996-04-29 | 1997-01-15 | 辽宁省建设科学研究院 | Building construction sliding shock-damping energy-dissipating tech. |
DE19638658A1 (en) * | 1996-09-20 | 1998-04-16 | Siemens Ag | Shock-load absorber fixture surface on wall of power station |
JP2001107601A (en) * | 1999-10-13 | 2001-04-17 | Nippon Steel Corp | Energy absorption member |
WO2001042578A1 (en) * | 1999-12-08 | 2001-06-14 | Nederlandse Organisatie Voor Toegepast-Natuurwetenschappelijk Onderzoek (Tno) | Explosion-resistant wall construction |
CN2431333Y (en) * | 2000-07-11 | 2001-05-23 | 楚宏 | Dissipative vibration isolation device for building |
CN2499462Y (en) * | 2001-08-08 | 2002-07-10 | 庄国荣 | Energy dissipation device for earth quake |
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CN1560396A (en) | 2005-01-05 |
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