CN201162235Y - Shock-absorbing patand pad of storied house - Google Patents

Shock-absorbing patand pad of storied house Download PDF

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Publication number
CN201162235Y
CN201162235Y CNU2008200114479U CN200820011447U CN201162235Y CN 201162235 Y CN201162235 Y CN 201162235Y CN U2008200114479 U CNU2008200114479 U CN U2008200114479U CN 200820011447 U CN200820011447 U CN 200820011447U CN 201162235 Y CN201162235 Y CN 201162235Y
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CN
China
Prior art keywords
base plate
building
lower substrate
round mouth
ground
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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
CNU2008200114479U
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Chinese (zh)
Inventor
杨铁军
Original Assignee
杨铁军
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Filing date
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Application filed by 杨铁军 filed Critical 杨铁军
Priority to CNU2008200114479U priority Critical patent/CN201162235Y/en
Application granted granted Critical
Publication of CN201162235Y publication Critical patent/CN201162235Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a building shock absorption ground beam pad, which comprises an upper base plate and a lower base plate which are made of steel plates. Opposite circular port pits are uniformly and respectively distributed on the opposite surfaces of the upper base plate and the lower base plate, the inner surface of the circular port pit adopts a rotating surface, which is formed by an ellipse being divided into semi ellipses through a long axis and the semi ellipses rotating around a short axis, a steel ball is clipped between the circular port pits opposite to the upper base plate and the lower base plate, and vertical rods which are perpendicular to steel plates are uniformly and respectively distributed on the other surfaces of the upper base plate and the lower base plate. The building shock absorption ground beam pad can be used by matching with an upper layer and a lower layer of reinforced concrete ground beams based on the foundation of the building, the upper base plate and the lower base plate are respectively cast on the upper layer of ground beams and the lower layer of ground beams, the pits are opposite, and the steel ball is clipped between the pits. The connection between the upper layer of ground beams and the lower layer of ground beams does not adopt rigid connection, when earthquake happens, the steel ball between the parallel upper layer of ground beams and the lower layer of ground beams plays the supporting effect, but not the effect of vibration transmission, the building body in the upper layer of ground beams keeps still because of the inertial property, even when strong earthquake happens, the vibration of the earthquake to the building body can be greatly reduced, and the destroy to the building body can be reduced.

Description

Building damping ground beam pad
Technical field
The utility model relates to a kind of building unit, particularly a kind of building damping ground beam pad.
Background technology
Building has the basis, and the basis is connected with the steel concrete grade beam of level, is connected with the building body on the grade beam.In the prior art, grade beam has only one deck, and the body of wall of building body or constructional column are directly to be connected on the grade beam.The basis of this building, grade beam and being connected of building body are to be rigidly connected.When earthquake takes place, earthquake can make ground produce horizontal vibration, the foundation level vibration can drive the grade beam horizontal vibration, the grade beam horizontal vibration can drive the vibration of building body again, be that rigidly connected basis, grade beam and building body can be delivered to the vibration that earthquake produces on the building body through basis, grade beam, the shearing force that vibration produces acts on basis, grade beam and the building body, destroys it and is rigidly connected, and makes building be subjected to serious damage because of earthquake.
Summary of the invention
The purpose of this utility model is in order to overcome above-mentioned deficiency, proposes a kind ofly can reduce earthquake causes damage to building building damping ground beam pad.
The utility model is realized with the following method.
Building damping grade beam is lined with the upper and lower substrate that steel plate is made, be evenly equipped with relative round mouth pit respectively on the relative face of upper and lower substrate, the inner surface of round mouth pit is to divide the surfaces of revolution that semiellipse that ellipse obtains is rotated around minor axis equally with major axis, accompany steel ball between the relative round mouth pit of upper and lower substrate, be evenly equipped with the vertical rod vertical respectively on another face of upper and lower substrate with steel plate, the periphery of upper and lower substrate has relative engaging lug, on the relative engaging lug of upper and lower substrate periphery relative connecting hole is arranged.
The utility model need be engaged in has upper and lower two-layer parallel steel concrete grade beam to use on the basis of building, the width of upper and lower substrate is identical with the width of grade beam.
During use, when basic top-pour pours down layer grade beam, on grade beam, length direction along grade beam is placed infrabasal plate, for the building that constructional column is arranged, infrabasal plate can be below constructional column, for the building that does not have constructional column, infrabasal plate can be uniform along the length direction of grade beam, allow infrabasal plate on lower floor's grade beam with above the lower floor grade beam, parallel, vertical posts on the infrabasal plate is inserted in downwards in lower floor's grade beam is cast in lower floor's grade beam, round mouth pit on the infrabasal plate upwards, then steel ball is placed in the round mouth pit, again upper substrate is placed on the infrabasal plate, allow steel ball be clipped in, between the relative round mouth pit of infrabasal plate, be through with bolt, the connecting hole that the infrabasal plate periphery is relative is interior last, infrabasal plate links up, with guarantee when the cast upper strata grade beam of the present utility model on, infrabasal plate aligns, cast and the parallel upper strata grade beam of lower floor's grade beam on upper substrate then, allowing vertical posts on the upper substrate upwards be inserted in the grade beam of upper strata is cast in the upper strata grade beam, then last, disassembling bolts in the relative connecting hole of infrabasal plate periphery is made body of wall or as the constructional column body that builds a building on the grade beam of upper strata.
Between above-mentioned upper and lower two-layer parallel grade beam, the body that can build a building on the grade beam of the present utility model is arranged.The grade beam of this building has upper and lower two-layer, in the upper and lower two-layer grade beam, lower floor's grade beam is to be connected on the basis, the building body is to be connected on the grade beam of upper strata, link to each other with the utility model between the upper and lower two-layer parallel grade beam, be to link to each other with the steel ball support between the upper and lower two-layer parallel grade beam, steel ball is that this structure makes between the upper and lower two-layer parallel grade beam and is not rigidly connected in upper and lower two relative round mouth pits.When earthquake causes that the basis drives lower floor's grade beam horizontal vibration, because steel ball can rotate in pit, can not pass to the upper strata grade beam to horizontal vibration, steel ball can be played a supporting role between upper and lower two-layer parallel grade beam but can not be played the effect of transmitting vibrations, when earthquake, building body on the grade beam of upper strata can keep motionless because of inertia, though when strong earthquake, also can greatly reduce earthquake to the building body produce vibration, reduce the destruction of earthquake to the building body.
Below in conjunction with accompanying drawing, the utility model is further described.
Description of drawings
Fig. 1 is the main cross-sectional schematic according to a kind of building damping ground beam pad of invention scheme proposition of the present utility model;
Fig. 2 is the elevational schematic view of upper substrate;
Fig. 3 is the schematic top plan view of upper substrate;
Fig. 4 is the elevational schematic view of cross upper substrate;
Fig. 5 is the elevational schematic view of L shaped upper substrate;
Fig. 6 is that building damping ground beam pad is cast in the basis of building and the schematic diagram between the upper and lower two-layer parallel grade beam between the building.
Fig. 1, Fig. 2, among Fig. 3, building damping grade beam is lined with 40~80 millimeters thick, the square steel plate that the length of side is identical with the width of grade beam make on, infrabasal plate 1,2, on, have respectively by nine uniform relative round mouth pits 3 of rectangle square formation on the relative face of infrabasal plate, the inner surface 4 of round mouth pit is to divide the surfaces of revolution that semiellipse that ellipse obtains is rotated around minor axis equally with major axis, the diameter of round mouth pit is 150~200 millimeters, the round mouth pit be 15~40 millimeters deeply, on, accompany diameter between the relative round mouth pit of infrabasal plate and be 50~100 millimeters steel ball 5, the diameter of steel ball is bigger 5~50 millimeters than the minor axis of above-mentioned ellipse, on, be evenly equipped with the vertical rod vertical 6 respectively by the rectangle square formation on another face of infrabasal plate with steel plate, vertical rod is a screw-thread steel, the axis of every vertical rod is by the center of circle of round mouth pit, the length of vertical rod is identical with the thickness of grade beam, it can be 40~60 millimeters, on, the periphery of infrabasal plate has relative engaging lug 7, on, on the peripheral relative engaging lug of infrabasal plate relative connecting hole 8 is arranged.
Above-mentioned upper and lower substrate is a square.Upper and lower substrate also can be a cross or L shaped.
Among Fig. 4, upper and lower substrate is a cross 9.
Among Fig. 5, upper and lower substrate is L shaped 10.
Upper and lower substrate is that L shaped the utility model can be used on constructional column below, limit, and upper and lower substrate is that criss-cross the utility model can be used on configured intermediate post below.
Among Fig. 6, building damping ground beam pad 11 is cast in together with upper and lower two-layer parallel grade beam 12,13, and there is pile foundation 14 below of lower floor's grade beam, and there is constructional column 15 top of upper strata grade beam, can build highrise building on the constructional column.For highrise building, cause the highrise building swing to cause in order to prevent strong wind to influence of the present utility model, can on upper and lower two-layer parallel grade beam, be connected with lateral arms 16,17 respectively, be connected with elastic draw bar 19 by movable joint 18 between the lateral arms.The periphery of the upper and lower two-layer parallel grade beam of building can have inside and outside twice enclosure wall 20,21, is stamped boiling water plate 22 on the enclosure wall, and weather strip 23 is arranged between the body of wall of boiling water plate and building or the constructional column.

Claims (6)

1. building damping ground beam pad, it is characterized in that: the upper and lower substrate that has steel plate to make, be evenly equipped with relative round mouth pit respectively on the relative face of upper and lower substrate, the inner surface of round mouth pit is to divide the surfaces of revolution that semiellipse that ellipse obtains is rotated around minor axis equally with major axis, accompany steel ball between the relative round mouth pit of upper and lower substrate, be evenly equipped with the vertical rod vertical respectively on another face of upper and lower substrate with steel plate.
2. by the described building damping of claim 1 ground beam pad, it is characterized in that: described upper and lower substrate is square steel plate.
3. by the described building damping of claim 1 ground beam pad, it is characterized in that: described upper and lower substrate is the cross steel plate.
4. by the described building damping of claim 1 ground beam pad, it is characterized in that: described upper and lower substrate is L shaped steel plate.
5. by claim 1,2,3 or 4 described building damping ground beam pads, it is characterized in that: described steel plate thickness is 40~80 millimeters, the diameter of round mouth pit is 150~200 millimeters, the round mouth pit be 15~35 millimeters deeply, the diameter of steel ball is 50~100 millimeters, vertical rod is a screw-thread steel, and the axis of every vertical rod is by the center of circle of round mouth pit, and the length of vertical rod is 40~60 millimeters.
6. by the described building damping of claim 2 ground beam pad, it is characterized in that: the round mouth pit on the described upper and lower substrate opposite face is uniform by the rectangle square formation.
CNU2008200114479U 2008-03-06 2008-03-06 Shock-absorbing patand pad of storied house Expired - Fee Related CN201162235Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200114479U CN201162235Y (en) 2008-03-06 2008-03-06 Shock-absorbing patand pad of storied house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200114479U CN201162235Y (en) 2008-03-06 2008-03-06 Shock-absorbing patand pad of storied house

Publications (1)

Publication Number Publication Date
CN201162235Y true CN201162235Y (en) 2008-12-10

Family

ID=40183173

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200114479U Expired - Fee Related CN201162235Y (en) 2008-03-06 2008-03-06 Shock-absorbing patand pad of storied house

Country Status (1)

Country Link
CN (1) CN201162235Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852032A (en) * 2010-06-09 2010-10-06 山东建筑大学 Moveable shock-insulating building
CN102061742A (en) * 2010-12-06 2011-05-18 岳建伟 Shockproof reinforced concrete pseudo-classic building structural system
CN104314194A (en) * 2014-11-17 2015-01-28 朱蕾 Building buffer structure and application thereof
CN105276055A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Machine table with anti-vibration feet seats
CN105908770A (en) * 2016-06-03 2016-08-31 河海大学 Novel building vibration isolation base
CN106948357A (en) * 2017-04-28 2017-07-14 高创建设股份有限公司 Composite foundation base
CN111376369A (en) * 2018-12-29 2020-07-07 深圳康雅生态环境有限公司 Decorative well lid and processing technology thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852032A (en) * 2010-06-09 2010-10-06 山东建筑大学 Moveable shock-insulating building
CN102061742A (en) * 2010-12-06 2011-05-18 岳建伟 Shockproof reinforced concrete pseudo-classic building structural system
CN105276055A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Machine table with anti-vibration feet seats
CN104314194A (en) * 2014-11-17 2015-01-28 朱蕾 Building buffer structure and application thereof
CN104314194B (en) * 2014-11-17 2016-05-25 长沙理工大学 A kind of building buffer structure and application thereof
CN105908770A (en) * 2016-06-03 2016-08-31 河海大学 Novel building vibration isolation base
CN105908770B (en) * 2016-06-03 2018-04-10 河海大学 A kind of novel building shock insulating foundation
CN106948357A (en) * 2017-04-28 2017-07-14 高创建设股份有限公司 Composite foundation base
CN111376369A (en) * 2018-12-29 2020-07-07 深圳康雅生态环境有限公司 Decorative well lid and processing technology thereof

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081210

Termination date: 20100306