CN1313687C - Making method of anti-earthquack well - Google Patents

Making method of anti-earthquack well Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
well
earthquake
building
pit
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNB2004100213485A
Other languages
Chinese (zh)
Other versions
CN1560396A (en
Inventor
刘义杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNB2004100213485A priority Critical patent/CN1313687C/en
Publication of CN1560396A publication Critical patent/CN1560396A/en
Application granted granted Critical
Publication of CN1313687C publication Critical patent/CN1313687C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

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

A kind of preparation method of anti-earthquake well
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:
Accompanying drawing 1 is the primary structure schematic diagram of anti-earthquake well.
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.
CNB2004100213485A 2004-03-09 2004-03-09 Making method of anti-earthquack well Expired - Fee Related CN1313687C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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
CNB2004100213485A CN1313687C (en) 2004-03-09 2004-03-09 Making method of anti-earthquack well

Publications (2)

Publication Number Publication Date
CN1560396A CN1560396A (en) 2005-01-05
CN1313687C true CN1313687C (en) 2007-05-02

Family

ID=34440839

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2004100213485A Expired - Fee Related CN1313687C (en) 2004-03-09 2004-03-09 Making method of anti-earthquack well

Country Status (1)

Country Link
CN (1) CN1313687C (en)

Citations (7)

* Cited by examiner, † Cited by third party
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

Patent Citations (7)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
CN1560396A (en) 2005-01-05

Similar Documents

Publication Publication Date Title
CN203308470U (en) Cover arch structure suitable for large-section unsymmetrical loading tunnel portal section
CN104389307A (en) Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof
CN102116030A (en) Combined bracing structure for foundation pit and construction method thereof
CN102418348B (en) Construction technology of using occlusive pile to form underground continuous wall
CN1313687C (en) Making method of anti-earthquack well
CN103938641A (en) Foundation construction technology of large-scale photovoltaic power station in desert
CN205382942U (en) Multilayer underground space curtain posture subsurface excavated construction's supporting construction under existing facility
CN206635779U (en) Soil nailed wall retaining structure
CN101709582B (en) Protection method for reducing soil extrusion in construction of prefabricated piles
CN201502065U (en) Anchor rod joint excavation compound basis
CN202989942U (en) Wall foundation structure for soft soil or high backfill soil area
CN205805017U (en) A kind of anti-vibration reinforced device of rock cave column rock historical relic
CN109441109A (en) A kind of shock insulation buffer area reducing or eliminating seismic energy and method of construction
CN205399503U (en) Anti floating botton board anchor slab formula of basement machinery anchor stock that excels in
CN206635770U (en) A kind of supporting construction for building foundation pit construction
CN201943076U (en) Combined foundation pit supporting structure
Holzer et al. Semmering Base Tunnel–Tunnelling in challenging geotechnical and geological conditions in major fault zones
CN204126057U (en) A kind of highly reliable corrosion-resistant shock isolating pedestal
CN220246880U (en) Tubular pile composite foundation
CN204059372U (en) A kind of vertical permanent suspension device of rock mass
CN104088289B (en) Pneumatic caisson plays heavy temporary rest pier and construction method
CN206830218U (en) One kind, which is applied to underground, can resist heavily stressed air door
CN201280716Y (en) Elastic steel guarding barrel for bridge drilling pile foundation
CN103774652B (en) Smoothly prevent the prestressed anchor extracted from anchor hole
CN202430740U (en) Construction assembly for forming underground continuous wall through secant piles

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee