CN106193097A - Assembled architecture elastic anti-seismic suspension column seat - Google Patents
Assembled architecture elastic anti-seismic suspension column seat Download PDFInfo
- Publication number
- CN106193097A CN106193097A CN201610820872.1A CN201610820872A CN106193097A CN 106193097 A CN106193097 A CN 106193097A CN 201610820872 A CN201610820872 A CN 201610820872A CN 106193097 A CN106193097 A CN 106193097A
- Authority
- CN
- China
- Prior art keywords
- plate
- connecting rod
- hole
- suspension column
- pin
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
Assembled architecture elastic anti-seismic suspension column seat, column in building and the resilient support between basis, including: one block of upper head plate, one block of bottom plate, several piece arch side plate, arch side plate therein is distributed in around upper head plate and bottom plate, and the upper and lower end of arch drafting board is fixed on upper head plate and bottom plate periphery.Arrange between upper and lower end plate by concatenation joint, on the deformation quantity that forms of connecting rod, lower link limit mechanism, between arch side plate and upper and lower end plate, be provided with arch side plate plate upper and lower end edge insert the bar shaped transition member of groove.The positive effect of the present invention is: the suspension column seat provided, increased considerably the size range of bearing elastic deformation, can more absorption vibrational energy, buffer, ground of decaying is delivered to the vibrations of building, reduce the destructive power of vibration building, improve the ability of building opposing external force invasion and attack.
Description
Technical field
The invention belongs to building field, be specifically related to building pedestal.
Background technology
Assembled architecture, is the trend of the times of building industry.For preventing the damage to building of the natural disasters such as earthquake, cause
Life and property loss, and gradually increase for high-tech building such as offshore oil (gas) platform shaft, nuclear energy exploitation
By the forceful action of cyclomorphosis or there be building of burst sharp pounding potential threat in base, emphasis scientific research and military base
Build thing, all the antidetonation rank of building is highlighted as technology emphasis.In the past, the anti-seismic performance improving building is how high-strength from selecting
Material, strengthen each several part sectional dimension, increase occlusion or the approach of locking mechanism, cause building material put into, construction put into
Unprecedented soaring.
Summary of the invention
It is an object of the invention to provide a kind of assembled architecture elastic anti-seismic suspension column seat, the column in building with
Resilient support between basis, overcomes conventional Antiseismic building technology above shortcomings.
The assembled architecture elastic anti-seismic suspension column seat of the present invention includes: one piece of upper head plate, one piece of bottom plate, several piece arch
Side plate, arch side plate therein is distributed in around upper head plate and bottom plate, the upper and lower end of arch drafting board be fixed on upper head plate and under
End plate periphery.
For improving the stability of upper head plate horizontal direction, upper head plate breadth therein less than the breadth of bottom plate, upper head plate,
Bottom plate and up-narrow and down-wide arch side plate surround lower big little turriform suspension column seat.
Connect for ease of suspension column seat is firm in concrete foundation, bottom plate has and stretches to lower section for being cast in coagulation
In soil bury bar or band cap buries bar through hole.
For ease of manufacturing and the standardization of product, described upper and lower end plate be square, arch side plate vertical cross-section be equal
Even circular arc, four block-shaped, equivalently-sized arch side plates are fixed on upper and lower end plate surrounding.
For providing assistant spring power to suspension column seat, between the upper and lower end plate of pedestal shaft core position, add helical pressure bullet
Spring.
For preventing suspension column seat from making the deformation of suspension column seat transfinite because of overload in sharp pounding, arrange between upper and lower end plate by
Concatenation joint, the deformation quantity of upper connecting rod, lower link composition limit mechanism, described upper connecting rod and lower link be cross section be rectangle
Straight-bar, the upper end of upper connecting rod is connected on short slab, and there is rectangle pin-and-hole the lower end of upper connecting rod, and the lower end of lower link is connected to lower end
On plate, there is a rectangle pin-and-hole upper end of lower link, and described concatenation joint includes a pair engaging lug protruded upward and extends downwardly from
Engaging lug, the engaging lug of upper and lower both direction is laterally vertical, and engaging lug has rectangle pin-and-hole, with inserting on engaging lug and connecting rod
Rectangle latch by concatenation joint and upper and lower connecting rod link together, at least a pin-and-hole on connecting rod or engaging lug is
Bar hole on connecting rod is longitudinal；Described concatenation saves or has the tubular of rectangular shaft central hole, the upper and lower of concatenation joint
Being respectively arranged with a pin-and-hole through centre bore, upper and lower two pin-and-holes of concatenation joint are perpendicular, and the top of concatenation joint is enclosed within connecting rod
On, the bottom of concatenation joint is enclosed within lower link, with saving the latch with connecting rod pin-and-hole through concatenation, upper and lower connecting rod is connected to concatenation
On joint, wherein, at least a pin-and-hole on concatenation joint or the pin-and-hole on a connecting rod are bar shaped in the longitudinal direction of connecting rod,
Upper and lower connecting rod is parallel to the side of pin hole and leaves swing gap between joint with concatenating.
For improving the bonding strength of arch side plate and upper and lower end plate, it is welded on side plate with upper and lower at arch side plate two ends
Floor between end plate.
For ease of the fixing connection on upper and lower end plate of the arch side plate with guarantee bonding strength and accurate position, at bow
It is provided with arch side plate plate upper and lower end edge between shape side plate and upper and lower end plate and inserts the bar shaped transition member of groove, transition structure
Part outward flange side is welded with the edge of upper and lower end plate, opposite side by through upper and lower end plate row's welding process hole with
Upper and lower end plate welds, and the upper and lower end of arch side plate puts in inserts groove and weld with transition member.
The positive effect of the present invention is: the carrier bar that provided, the pedestal of post, owing to using arch between upper/lower terminal
Supporting member, has increased considerably the size range of bearing elastic deformation, can more absorption vibrational energy, buffer, ground of decaying
It is delivered to the vibrations of building, reduces the destructive power of vibration building, improve the ability of building opposing external force invasion and attack, for subtracting
Lack the life because earthquake causes, property loss achieves technical progress.Threaten with vibration and potential vibration for serving
The building in environment that uses provide the technical support of antidetonation.
Accompanying drawing explanation
Fig. 1 is front view of the present invention.
Fig. 2 is top view of the present invention.
Fig. 3 is front sectional view of the present invention.
Fig. 4 is axonometric drawing of the present invention.
Fig. 5 is that in the present invention, transition member between arch side plate with upper and lower end plate is connected figure.
Detailed description of the invention
Refering to Fig. 15, the assembled architecture elastic anti-seismic suspension column seat of the present invention is by one piece of square upper head plate 1, a piece
Positive 2, four blocks of arch side plates 3 of square bottom plate form, and arch side plate 3 therein is distributed in around upper head plate 1 and bottom plate 2, bow
The upper and lower end of shape drafting board 3 is fixed on upper head plate 1 and bottom plate 2 periphery.Upper head plate 1 breadth therein is less than the width of bottom plate 2
Face, upper head plate 1, bottom plate 2 and up-narrow and down-wide arch side plate 3 surround lower big little turriform suspension column seat.Bottom plate has
Stretch to lower section for be cast in concrete bury bar or band cap buries bar through hole, pedestal shaft core position upper and lower end plate it
Between add helical compression spring 4.Arrange between upper and lower end plate by concatenation joint 5, on the deformation quantity that forms of connecting rod 6, lower link 7
Limiting mechanism, described upper connecting rod 6 is the straight-bar of rectangle with lower link 7 for cross section, and the upper end of upper connecting rod 6 is connected to short slab
On 1, the lower end of upper connecting rod has rectangle pin-and-hole, the lower end of lower link 7 to be connected on bottom plate 2, and there is rectangular pin the upper end of lower link 7
Hole, described concatenation joint 5 includes a pair engaging lug 8 protruded upward and the engaging lug 9 extended downwardly from, upper and lower both direction
Engaging lug 8 and 9 is the most vertical, and engaging lug 8,9 has rectangle pin-and-hole, with insert on engaging lug and connecting rod rectangle latch 10 will
Concatenation joint and upper and lower connecting rod link together, and at least a pin-and-hole on connecting rod 6,7 or engaging lug 8,9 is to indulge at connecting rod
Bar hole upwards；Between arch side plate and upper and lower end plate, it is provided with arch side plate plate upper and lower end edge inserts the bar of groove
Shape transition member 11, transition member outward flange side welds with the edge of upper and lower end plate 1,2, and opposite side is by through upper and lower end
One row's welding process hole of plate 1,2 welds with upper and lower end plate 8,9, and the upper and lower end of arch side plate 3 puts in inserts groove and transition structure
Part 11 welds.
Claims (7)
1. assembled architecture elastic anti-seismic suspension column seat, is characterized in that: include one piece of upper head plate, one piece of bottom plate, several piece arch
Side plate, arch side plate therein is distributed in around upper head plate and bottom plate, the upper and lower end of arch drafting board be fixed on upper head plate and under
End plate periphery.
Assembled architecture elastic anti-seismic suspension column seat the most according to claim 1, is characterized in that: upper head plate breadth is less than down
The breadth of end plate, upper head plate, bottom plate and up-narrow and down-wide arch side plate surround lower big little turriform suspension column seat.
Assembled architecture elastic anti-seismic suspension column seat the most according to claim 1, is characterized in that: have on bottom plate and stretch to
Lower section for be cast in concrete bury bar or band cap buries bar through hole.
Assembled architecture elastic anti-seismic suspension column seat the most according to claim 1, is characterized in that: upper and lower end plate is pros
Shape, arch side plate vertical cross-section are uniform circular arc, and four block-shaped, equivalently-sized arch side plates are fixed on upper and lower end plate
Surrounding.
Assembled architecture elastic anti-seismic suspension column seat the most according to claim 1, is characterized in that: at pedestal shaft core position
Helical compression spring is added between upper and lower end plate.
Assembled architecture elastic anti-seismic suspension column seat the most according to claim 1, is characterized in that: between upper and lower end plate
Arranging the deformation quantity being made up of concatenation joint, upper connecting rod, lower link and limit mechanism, described upper connecting rod and lower link are that cross section is
The straight-bar of rectangle, the upper end of upper connecting rod is connected on short slab, and there is rectangle pin-and-hole the lower end of upper connecting rod, and the lower end of lower link connects
On upper head plate, the upper end of lower link has rectangle pin-and-hole, described concatenation to save a pair engaging lug including protruding upward with downwards
The engaging lug stretched out, the engaging lug of upper and lower both direction is laterally vertical, and engaging lug has rectangle pin-and-hole, with insert engaging lug and
On connecting rod rectangle latch by concatenation joint and upper and lower connecting rod link together, at least one on connecting rod or engaging lug
Pin-and-hole is the bar hole on connecting rod is longitudinal；Or described concatenation saves or has the tubular of rectangular shaft central hole, concatenation joint
Upper and lower be respectively arranged with a pin-and-hole through centre bore, upper and lower two pin-and-holes of concatenation joint are perpendicular, the top of concatenation joint
Being enclosed within connecting rod, the bottom of concatenation joint is enclosed within lower link, with the latch through concatenation joint and connecting rod pin-and-hole by upper and lower connecting rod
It is connected on concatenation joint, wherein, at least concatenates a pin-and-hole on joint or the pin-and-hole on the connecting rod longitudinal direction at connecting rod
Upper is bar shaped, and upper and lower connecting rod is parallel to the side of pin hole and leaves swing gap between joint with concatenating.
Assembled architecture elastic anti-seismic suspension column seat the most according to claim 1, is characterized in that: have at arch side plate two ends
It is welded on the floor between side plate and upper and lower end plate, or is provided with arcuate side between arch side plate and upper and lower end plate
The bar shaped transition member of groove is inserted at plate plate upper and lower end edge, and transition member outward flange side is welded with the edge of upper and lower end plate,
Opposite side is welded with upper and lower end plate by the row's welding process hole through upper and lower end plate, and the upper and lower end of arch side plate puts in
Insert groove to weld with transition member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610820872.1A CN106193097A (en) | 2016-09-13 | 2016-09-13 | Assembled architecture elastic anti-seismic suspension column seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610820872.1A CN106193097A (en) | 2016-09-13 | 2016-09-13 | Assembled architecture elastic anti-seismic suspension column seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193097A true CN106193097A (en) | 2016-12-07 |
Family
ID=58067224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610820872.1A Pending CN106193097A (en) | 2016-09-13 | 2016-09-13 | Assembled architecture elastic anti-seismic suspension column seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193097A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951885A (en) * | 2018-08-02 | 2018-12-07 | 绍兴职业技术学院 | A kind of high support force assembled architecture bottom fixing structure |
| CN109629703A (en) * | 2019-01-03 | 2019-04-16 | 西安建筑科技大学 | A kind of compound energy-consumption damper and suspension column anti-seismic structure with spiral-tube |
| CN109629466A (en) * | 2018-12-18 | 2019-04-16 | 西南交通大学 | A kind of energy consuming type suspension column detachable for rigid grid |
-
2016
- 2016-09-13 CN CN201610820872.1A patent/CN106193097A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951885A (en) * | 2018-08-02 | 2018-12-07 | 绍兴职业技术学院 | A kind of high support force assembled architecture bottom fixing structure |
| CN108951885B (en) * | 2018-08-02 | 2024-03-15 | 绍兴职业技术学院 | High-supporting-force assembled building bottom fixing structure |
| CN109629466A (en) * | 2018-12-18 | 2019-04-16 | 西南交通大学 | A kind of energy consuming type suspension column detachable for rigid grid |
| CN109629703A (en) * | 2019-01-03 | 2019-04-16 | 西安建筑科技大学 | A kind of compound energy-consumption damper and suspension column anti-seismic structure with spiral-tube |
| CN109629703B (en) * | 2019-01-03 | 2020-08-04 | 西安建筑科技大学 | Composite energy dissipation damper with spiral cylinder and column base anti-seismic structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
|
| WD01 | Invention patent application deemed withdrawn after publication |