CN206090602U - Elasticity antidetonation column base seat for assembly type structure - Google Patents
Elasticity antidetonation column base seat for assembly type structure Download PDFInfo
- Publication number
- CN206090602U CN206090602U CN201621053170.7U CN201621053170U CN206090602U CN 206090602 U CN206090602 U CN 206090602U CN 201621053170 U CN201621053170 U CN 201621053170U CN 206090602 U CN206090602 U CN 206090602U
- Authority
- CN
- China
- Prior art keywords
- plate
- connecting rod
- hole
- section
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Elasticity antidetonation column base seat for assembly type structure for stand and basis elastic support within a definite time in the building include: an upper head plate, a lower end plate, several blocks of bow -shaped curb plates, wherein bow -shaped curb plate distribute around upper head plate and end plate down, and the upper and lower end of bow -shaped curb plate is fixed at upper head plate end plate periphery under with. Set up between upper and lower end plate and have the marginal bar of putting into the groove of the upper and lower end of a bow -shaped curb plate component that passes through by concatenating section, go up connecting rod, connecting rod composition's deformation volume limiting mechanism down, setting up between bow -shaped curb plate and upper and lower end plate. This utility model's positive effect is: the column base seat that provides, increase substantially support elastic deformation's range of size, can more absorbed vibration energy, the building was transmitted on buffering, decay ground vibrations reduce the destructiveness of vibration building, have improved the ability of building resist external force invasion and attack.
Description
Technical field
This utility model belongs to building field, and in particular to building pedestal.
Background technology
Assembled architecture, is the trend of the times of building industry.To prevent damage of the natural disasters such as earthquake to building, cause
Life and property loss, and gradually increase for high-tech building such as offshore oil (gas) well platform, nuclear energy develop
The forceful action of cyclomorphosis is received in base, emphasis scientific research and military base or has building for burst sharp pounding potential threat
Thing is built, it is technology emphasis all to project the antidetonation rank of building.In the past, the anti-seismic performance for improving building is more from from high-strength
Material, the approach for increasing each several part sectional dimension, increasing occlusion or locking mechanism, cause building material input, construction input
It is unprecedented soaring.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture elastic anti-seismic suspension column seat, for building in it is vertical
Resilient support between post and basis, overcomes conventional Antiseismic building technology above shortcomings.
Assembled architecture elastic anti-seismic suspension column seat of the present utility model 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, and the upper and lower end of arch side plate is fixed on upper head plate
With bottom plate periphery.
For improve upper head plate horizontal direction stability, upper head plate breadth therein less than bottom plate breadth, upper head plate,
Bottom plate and up-narrow and down-wide arch side plate are surrounded lower goes up greatly little turriform suspension column seat.
Connection is consolidated in concrete foundation for ease of suspension column seat, is had on bottom plate and is stretched to lower section for being cast in coagulation
Burying bar or burying bar with cap in soil passes through hole.
For ease of manufacture and the standardization of product, described upper and lower end plate is equal for square, arch side plate vertical cross-section
Even circular arc, four block-shaped, equivalently-sized arch side plates are fixed on upper and lower end plate surrounding.
It is to give suspension column seat provided auxiliary elastic force, helical pressure bullet is added between the upper and lower end plate of pedestal shaft core position
Spring.
For prevent suspension column seat sharp pounding make because of overload suspension column seat deformation transfinite, arrange between upper and lower end plate by
Concatenation section, upper connecting rod, the deformation quantity of lower link composition limit mechanism, and described upper connecting rod is that cross section is rectangle with lower link
Straight-bar, the upper end of upper connecting rod is connected on upper head plate, and the lower end that there is rectangle pin-and-hole, lower link the lower end of upper connecting rod is connected to lower end
On plate, there is a rectangle pin-and-hole upper end of lower link, and described concatenation section includes a pair of the engaging lugs for protruding upward and extends downwardly from
Engaging lug, the engaging lug of upper and lower both direction is laterally vertical, there is rectangle pin-and-hole on engaging lug, with insertion engaging lug and connecting rod
Rectangle latch by concatenate section and upper and lower connecting rod link together, at least one pin-and-hole on connecting rod or engaging lug be
Bar hole on connecting rod longitudinal direction；Described concatenation saves or has the tubular of rectangle axle center hole, and the upper and lower for concatenating section is each
There is a pin-and-hole through centre bore, upper and lower two pin-and-holes for concatenating section are perpendicular, and the top for concatenating section is enclosed within upper connecting rod,
The bottom of concatenation section is enclosed within lower link, and upper and lower connecting rod is connected to into concatenation section with the latch through concatenation section and connecting rod pin-and-hole
On, wherein, the pin-and-hole or the pin-and-hole on a connecting rod at least on concatenation section is bar shaped on the longitudinal direction of connecting rod, upper,
Lower link leaves swing gap parallel to the side of pin hole with concatenating between section.
To improve the bonding strength of arch side plate and upper and lower end plate, arch side plate two ends be welded on side plate with it is upper and lower
Floor between end plate.
For ease of arch side plate being fixedly connected on upper and lower end plate and bonding strength and accurate position are guaranteed, in bow
The bar shaped transition member that groove is inserted at arch side plate upper and lower end edge, transition member are provided between shape side plate and upper and lower end plate
The edge of outward flange side and upper and lower end plate is welded, opposite side by the row's welding process hole through upper and lower end plate with it is upper,
Lower end plate weld, the upper and lower end of arch side plate puts in inserts groove with transition member welding.
Good effect of the present utility model is：Carrier bar, the pedestal of post for being provided, due to adopting between upper/lower terminal
Arch support component, has increased considerably the size range of bearing elastic deformation, the more absorption vibrational energy of energy, buffering, decay
Ground is delivered to the vibrations of building, reduces the destructive power of vibration building, improves the ability of building opposing external force invasion and attack,
To reduce because life, property loss achieve technical progress caused by earthquake.To serve with vibration and potential vibration
Building in the use environment of threat provides the technical support of antidetonation.
Description of the drawings
Fig. 1 is this utility model front view.
Fig. 2 is this utility model top view.
Fig. 3 is this utility model front sectional view.
Fig. 4 is this utility model axonometric drawing.
Fig. 5 is the transition member connection figure in this utility model between arch side plate and upper and lower end plate.
Specific embodiment
Refering to Fig. 1-Fig. 4,
Assembled architecture of the present utility model elastic anti-seismic suspension column seat is by the positive square of one piece of square 1, one piece of upper head plate
2, four blocks of arch side plates 3 of bottom plate are constituted, and arch side plate 3 therein is distributed in around upper head plate 1 and bottom plate 2, arch side plate 3
Upper and lower end be fixed on upper head plate 1 and the periphery of bottom plate 2.The breadth of upper head plate therein 1 is less than the breadth of bottom plate 2, upper head plate
1st, bottom plate 2 and up-narrow and down-wide arch side plate 3 are surrounded and lower go up little turriform suspension column seat greatly.Have on bottom plate and stretch to lower section use
Hole is passed through in burying bar or burying bar with cap in concrete is cast in, between the upper and lower end plate of pedestal shaft core position spiral is added
Compression spring 4.The deformation quantity being made up of concatenation section 5, upper connecting rod 6, lower link 7 is set between upper and lower end plate and limits mechanism, institute
The upper connecting rod 6 stated is connected on upper head plate 1 with the straight-bar that lower link 7 is that cross section is rectangle, the upper end of upper connecting rod 6, upper connecting rod
The lower end lower end that has rectangle pin-and-hole, lower link 7 be connected on bottom plate 2, there is rectangle pin-and-hole the upper end of lower link 7, described
Concatenation section 5 includes a pair of the engaging lugs 8 for protruding upward and the engaging lug 9 for extending downwardly from, the engaging lug 8 and 9 of upper and lower both direction
It is laterally vertical, have rectangle pin-and-hole on engaging lug 8,9, with insertion engaging lug and the rectangle latch 10 on connecting rod will concatenate section and it is upper,
Lower link links together, and at least one pin-and-hole on connecting rod 6,7 or engaging lug 8,9 is the bar shaped on connecting rod longitudinal direction
Hole；The bar shaped transition member that groove is inserted at arch side plate upper and lower end edge is provided between arch side plate and upper and lower end plate
11, transition member outward flange side is welded with the edge of upper and lower end plate 1,2, and opposite side is by through the one of upper and lower end plate 1,2
Row's welding process hole and upper and lower end plate 8,9 are welded, and the upper and lower end of arch side plate 3 puts in inserts groove and weld with transition member 11.
Claims (7)
1. assembled architecture elastic anti-seismic suspension column seat, is characterized in that：Including 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 side plate be fixed on upper head plate and under
End plate periphery.
2. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, 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 are surrounded lower goes up greatly little turriform suspension column seat.
3. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, is characterized in that：Have on bottom plate and stretch to
Lower section passes through hole for being cast in burying bar or burying bar with cap in concrete.
4. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, 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.
5. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, is characterized in that：In pedestal shaft core position
Helical compression spring is added between upper and lower end plate.
6. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, is characterized in that：Between upper and lower end plate
The deformation quantity being made up of concatenation section, upper connecting rod, lower link is set and limits mechanism, described upper connecting rod is for cross section with lower link
The straight-bar of rectangle, the upper end of upper connecting rod is connected on upper head plate, and there are rectangle pin-and-hole, the lower end connection of lower link in the lower end of upper connecting rod
On upper head plate, there is a rectangle pin-and-hole upper end of lower link, and described concatenation section includes a pair of engaging lugs for protruding upward and downwards
The engaging lug for stretching out, the engaging lug of upper and lower both direction is laterally vertical, there is rectangle pin-and-hole on engaging lug, with insertion engaging lug and
Rectangle latch on connecting rod will concatenate section and upper and lower connecting rod links together, at least one pin on connecting rod or engaging lug
Hole is the bar hole on connecting rod longitudinal direction；Described concatenation saves or has the tubular of rectangle axle center hole, concatenation section
Respectively there is a pin-and-hole through centre bore upper and lower, and upper and lower two pin-and-holes for concatenating section are perpendicular, concatenates the top set of section
In upper connecting rod, the bottom for concatenating section is enclosed within lower link, is connected on upper and lower connecting rod with the latch through concatenation section and connecting rod pin-and-hole
It is connected on concatenation section, wherein, the pin-and-hole or the pin-and-hole on a connecting rod at least on concatenation section is on the longitudinal direction of connecting rod
For bar shaped, upper and lower connecting rod leaves swing gap parallel to the side of pin hole with concatenating between section.
7. assembled architecture according to claim 1 elastic anti-seismic suspension column seat, is characterized in that：Have at arch side plate two ends
The floor being welded between side plate and upper and lower end plate, or arch side plate is provided between arch side plate and upper and lower end plate
The bar shaped transition member of groove is inserted at upper and lower end edge, and transition member outward flange side is welded with the edge of upper and lower end plate, another
By the row's welding process hole through upper and lower end plate and upper and lower end plate weld, the upper and lower end of arch side plate puts in inserts for side
Groove is welded with transition member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053170.7U CN206090602U (en) | 2016-09-13 | 2016-09-13 | Elasticity antidetonation column base seat for assembly type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053170.7U CN206090602U (en) | 2016-09-13 | 2016-09-13 | Elasticity antidetonation column base seat for assembly type structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090602U true CN206090602U (en) | 2017-04-12 |
Family
ID=58475328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621053170.7U Active CN206090602U (en) | 2016-09-13 | 2016-09-13 | Elasticity antidetonation column base seat for assembly type structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090602U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216236A (en) * | 2021-05-21 | 2021-08-06 | 深圳市绿城建筑有限公司 | Assembled building earthquake-resistant foundation structure |
-
2016
- 2016-09-13 CN CN201621053170.7U patent/CN206090602U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216236A (en) * | 2021-05-21 | 2021-08-06 | 深圳市绿城建筑有限公司 | Assembled building earthquake-resistant foundation structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103088933A (en) | Collaborative energy dissipation anti-buckling supporting construction member with major earthquake protection function | |
| CN203096993U (en) | Synergetic energy-consumption buckling-restrained bracing member with major earthquake protective function | |
| CN106193097A (en) | Assembled architecture elastic anti-seismic suspension column seat | |
| CN103938748B (en) | A kind of yi word pattern energy consumption inner core curvature-prevention support component with two yield point | |
| CN2921137Y (en) | Mixed shape memory alloy damper | |
| CN202227259U (en) | Self-reset stay cable damping support | |
| CN206090602U (en) | Elasticity antidetonation column base seat for assembly type structure | |
| CN105507494B (en) | Overlap the replaceable coupling beam of tooth form steel plate composite damping energy-dissipating type and its construction method | |
| CN206616706U (en) | A kind of column with variable cross-sections girder connection plastic hinge | |
| CN100434601C (en) | Combined shear wall | |
| CN106337502A (en) | Comprehensive connecting structure of multi/high-layer wood structure column, beam and wall and construction method thereof | |
| CN206090865U (en) | Roof beam, post elasticity shock -resistant node component for assembly type structure | |
| CN106193332A (en) | Assembled architecture beam, post elastic anti-seismic node component | |
| CN206350917U (en) | A kind of sports field buffering fence | |
| CN207436110U (en) | A kind of Anti-quaking foundation structure | |
| CN203684073U (en) | Circular steel tube bridge pier with root portion provided with stiffening energy dissipation shell | |
| CN102852249B (en) | A kind of modified Coupled Shear Wall structure | |
| CN207739717U (en) | A kind of assembled architecture shock-damping structure | |
| CN215165839U (en) | Novel shaft lock catch ring beam | |
| CN110273425A (en) | A kind of pre-buried pedestal of steel structure earthquake-resistant | |
| CN206418843U (en) | Disc-shape memory alloy damper | |
| CN210658472U (en) | Anti-seismic building pile foundation structure | |
| CN209429302U (en) | X-type energy-dissipated brace device | |
| CN220978140U (en) | Foundation structure with consolidate antidetonation function | |
| CN208251081U (en) | A kind of tubular pole resistance to compression connector |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |