CN206091503U - Frame construction takes precautions against earthquakes - Google Patents
Frame construction takes precautions against earthquakes Download PDFInfo
- Publication number
- CN206091503U CN206091503U CN201621134466.1U CN201621134466U CN206091503U CN 206091503 U CN206091503 U CN 206091503U CN 201621134466 U CN201621134466 U CN 201621134466U CN 206091503 U CN206091503 U CN 206091503U
- Authority
- CN
- China
- Prior art keywords
- frame
- base
- guided wave
- block
- soleplate
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a frame construction takes precautions against earthquakes, including the foundation structure body and building frame, the foundation structure body is including foundatin plate and a plurality of guided wave piece, building frame includes bottom plate structure and frame construction. The utility model discloses the destruction of earthquake to frame bearing structure can effectively alleviate, and restore or change after being favorable to frame bearing structure's shake, has better runback potential energy power, effectively reduce remnant deformation after frame construction's the shake, additionally, when an earthquake breaks out, powerful seismic wave kinetic energy is brought to frame construction's foundatin plate, most undulant energy that looses can be released to the not equidirectional cusp of the guided wave piece in the foundatin plate, frame construction's whole received seismic energy significantly reduces, and construction is convenient, the cost is reasonable, and has a good application prospect.
Description
Technical field
This utility model is related to technical field of buildings, more particularly to a kind of shockproof frame structure.
Background technology
At present, in building industry, when running into earthquake, conventional frame structure can not undergo the quick swing of earthquake, easily disconnected
Split and cause shockproof failure.Make framed building improve antiseismic ability, will not only make with larger lateral rigidity and carrying
Power and it is necessary to multiple seismic-proof, will also can release scattered seismic wave.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of shockproof frame structure, can effectively release scattered seismic wave,
And can after macroseism its normal usage function of fast quick-recovery.
The technical scheme that this utility model solves above-mentioned technical problem is as follows：
A kind of shockproof frame structure, including base structure body (1) and building frame (2), the base structure body (1) include
Soleplate (11) and the multiple guided wave blocks (12) being arranged on soleplate (11)；The building frame (2) specifically includes base plate
Structure (3) and frame structure (4), the base arrangement (3) are connected with the guided wave block (12) contact, the frame structure (4)
It is fixedly installed on the base arrangement (3).
The beneficial effects of the utility model：This utility model provides a kind of shockproof frame structure, including base structure body and
Building frame, can effectively mitigate framework and the destruction for supporting in macroseism, and after shake, residual deformation is little, and when earthquake occurs
When, can release and dissipate major part Wave energy, simple structure, and can effective antidetonation, practicality is stronger.
Further, the soleplate (11) is U-shaped structure, and the guided wave block (12) is flush end for one end, and the other end carries
The stereochemical structure of multiple tip points, the one end of the guided wave block (12) with tip point are embedded in the soleplate (11), flush end
One end is located at the outside of the soleplate (11)；The inside bottom of soleplate (11) U-shaped structure is provided with multiple described lead
Ripple block (12), inner side both sides are each provided with a guided wave block (12)；
The base arrangement (3) is connected with the end thereof contacts of the band tip point of multiple guided wave blocks (12).
Using the beneficial effect of above-mentioned further scheme：When an earthquake occurs, powerful seismic wave energy is to basis
Plate is brought, and the cusp of the different directions of the guided wave block in basic plate can be released and dissipate major part Wave energy, the entirety of framed building
Received seismic energy greatly reduces, beneficial to antidetonation.
Further, the base arrangement (3) specifically includes base plate (31) and is arranged on multiple bottoms of base plate (31) bottom
Hornblock (32)；
The base angle block (32) for one end be wedge angle, the other end for plane stereochemical structure, multiple base angle blocks (32)
One end of plane is fixedly connected with the bottom of the base plate (31), one end of multiple base angle block (32) wedge angles be arranged on institute
The flush end for stating the multiple described guided wave block (12) of soleplate (11) inside bottom corresponds contact connection；
The base plate (31) is fixedly installed the rectangular structure of an adjustment block (33), the adjustment block respectively for two ends
(33) one end carries wedge angle, the wedge angle of two adjustment blocks (33) respectively be arranged on both sides on the inside of the soleplate (11)
Two guided wave blocks (12) flush end correspond contact connection.
Using the beneficial effect of above-mentioned further scheme：When an earthquake occurs, powerful seismic wave energy is to basis
Plate is brought, and the cusp of the different directions of the guided wave block in basic plate can be released and dissipate major part Wave energy, the entirety of framed building
Received seismic energy greatly reduces, beneficial to antidetonation.
Further, the frame structure (4) specifically includes frame column (41), Vierendeel girder (42), inverted V-shaped and supports (43), consumption
Can component (44), platform (45)；
The frame column (41) is arranged on the top of the base plate (31), is provided with many between two frame columns (41)
The individual Vierendeel girder (42), the Vierendeel girder (42) form bean column node (46) with the frame column (41) junction；
The bottom of the Vierendeel girder (42) is connected with the top of dissipative member (44), the bottom of dissipative member (44) with it is described
The top connection of platform (45), the inverted V-shaped support the upper end of (43) to be arranged on the bottom of the platform (45), the inverted V-shaped
The lower end of (43) is supported to be arranged on bean column node (46).
Using the beneficial effect of above-mentioned further scheme：Effectively mitigate destruction of the earthquake to framework, will power consumption and damage master
Replaceable dissipative member is concentrated on, replaceable dissipative member is repaired or is changed after being conducive to macroseism.
Further, the corner positions at each bean column node (46) place are both provided with angle brace (47).
Using the beneficial effect of above-mentioned further scheme：Effectively mitigate earthquake to framework and the destruction for supporting.
Further, the frame structure (4) also includes prestressed cable (48), the upper end anchor of the prestressed cable (48)
Gu at the top of frame column (41), anchoring lower ends are scheduled on base plate (31).
Using the beneficial effect of above-mentioned further scheme：The high-strength prestressed drag-line for arranging in the structure can be carried to structure
For self-resetting capability, residual deformation after the shake of frame support structure is effectively reduced.
Further, antivibrator (49) is set between described frame column (41) and base plate (31).
Using the beneficial effect of above-mentioned further scheme：Power consumption and damage are concentrated mainly on into antivibrator, are conducive to macroseism
Afterwards antivibrator is repaired or changed.
Description of the drawings
Fig. 1 is a kind of overall structure figure of shockproof frame structure of this utility model；
In accompanying drawing, the list of parts representated by each label is as follows：
1st, base structure body, 11, soleplate, 12, guided wave block, 2, building frame, 3, base arrangement, 31, base plate, 32, bottom
Hornblock, 33, adjustment block, 4, frame structure, 41, frame column, 42, Vierendeel girder, 43, inverted V-shaped support, 44, dissipative member, 45, flat
Platform, 46, bean column node, 47, angle brace, 48, prestressed cable, 49, antivibrator.
Specific embodiment
Principle of the present utility model and feature are described below in conjunction with accompanying drawing, example is served only for explaining this practicality
It is new, it is not intended to limit scope of the present utility model.
Embodiment one, a kind of shockproof frame structure.The device that the present embodiment is provided is carried out specifically with reference to Fig. 1
It is bright.
Referring to Fig. 1, a kind of shockproof frame structure of the present embodiment offer, including base structure body (1) and building frame
(2), the base structure body (1) includes soleplate (11) and the multiple guided wave blocks (12) being arranged on soleplate (11)；Institute
State building frame (2) and specifically include base arrangement (3) and frame structure (4), the base arrangement (3) and the guided wave block (12)
Contact connection, the frame structure (4) are fixedly installed on the base arrangement (3).
Specifically, the soleplate (11) is U-shaped structure, and the guided wave block (12) is flush end for one end, and the other end carries
The stereochemical structure of multiple tip points, the one end of the guided wave block (12) with tip point are embedded in the soleplate (11), flush end
One end is located at the outside of the soleplate (11)；The inside bottom of soleplate (11) U-shaped structure is provided with multiple described lead
Ripple block (12), inner side both sides are each provided with a guided wave block (12)；The base arrangement (3) and multiple guided wave blocks
(12) the end thereof contacts connection of band tip point.When an earthquake occurs, powerful seismic wave energy is brought to soleplate, base
The cusp of the different directions of the guided wave block in plinth plate can be released and dissipate major part Wave energy, received by the entirety of framed building
Seismic energy greatly reduces, beneficial to antidetonation.The soleplate (11) is the armored concrete poured in surface layer.Guided wave block
(12) tip can be the cusp of varying number, different length, the conductor of different directions.
Specifically, the base arrangement (3) specifically includes base plate (31) and is arranged on multiple bottoms of base plate (31) bottom
Hornblock (32)；The base angle block (32) for one end be wedge angle, the other end for plane stereochemical structure, multiple base angle blocks (32)
One end of plane is fixedly connected with the bottom of the base plate (31), one end of multiple base angle block (32) wedge angles be arranged on institute
The flush end for stating the multiple described guided wave block (12) of soleplate (11) inside bottom corresponds contact connection, and locks；The bottom
Plate (31) is fixedly installed the rectangular structure of an adjustment block (33) respectively for two ends, and one end of the adjustment block (33) carries
Wedge angle, the wedge angle of two adjustment blocks (33) respectively with two guided waves for being arranged on both sides on the inside of the soleplate (11)
The flush end of block (12) corresponds contact connection, and locks.Adjustment block (33) tip point alignment guided wave block (12) plane is simultaneously adjusted
To enough pressure, to ensure the lateral register of building frame (2), the framed building entirety work that earth's surface releases scattered seismic wave is formed
Journey.The base angle block (32) is conductor, is provided with tip, to be coupled with guided wave block.
When an earthquake occurs, powerful seismic wave energy is brought to soleplate, and the guided wave block in basic plate is not
Equidirectional cusp can be released and dissipate major part Wave energy, and the seismic energy received by the entirety of framed building greatly reduces, profit
In antidetonation.
Specifically, the frame structure (4) specifically includes frame column (41), Vierendeel girder (42), inverted V-shaped and supports (43), consumption
Can component (44), platform (45)；The frame column (41) is arranged on the top of the base plate (31), two frame columns (41)
Between be provided with multiple Vierendeel girders (42), the Vierendeel girder (42) and the frame column (41) junction form bean column node
(46)；The bottom of the Vierendeel girder (42) is connected with the top of dissipative member (44), and the bottom of dissipative member (44) is flat with described
The top connection of platform (45), the inverted V-shaped support the upper end of (43) to be arranged on the bottom of the platform (45), the inverted V-shaped
The lower end of support (43) is arranged on bean column node (46).Effectively mitigate destruction of the earthquake to framework, will consume energy and damage main collection
In in replaceable dissipative member, replaceable dissipative member is repaired or is changed after being conducive to macroseism.The dissipative member
(44) it is replaceable component, can select metal energy-consuming parts or viscoelasticity damping energy dissipation part or frictional damping energy-consuming parts or multiple
Close damping energy dissipation part.The frame column (41) is reinforced column or steel core concrete column or steel column.The Vierendeel girder
(42) it is reinforced beam or steel tube concrete beam or girder steel.It is bracing members or anti-buckling energy-consumption that the inverted V-shaped supports (43)
Support.
Specifically, the corner positions at each bean column node (46) place are both provided with angle brace (47).The angle brace (47)
For Self-resetting energy-consumption angle brace, the buckling-restrained energy-dissipation specifically with marmem as inner core.The frame structure (4) is also
Including prestressed cable (48), the upper end of the prestressed cable (48) is anchored at the top of frame column (41), and anchoring lower ends are fixed
On base plate (31), the high-strength prestressed drag-line for arranging in the structure can provide self-resetting capability to structure, effectively reduce frame
Residual deformation after the shake of frame support structure.
Specifically, antivibrator (49) is set between described frame column (41) and base plate (31).To consume energy and damage and be main
Antivibrator is concentrated on, antivibrator is repaired or is changed after being conducive to macroseism.The antivibrator (49) is steel antivibrator or viscous
Stagnant fluid damper or frcition damper or anti-buckling energy-consumption part or viscoelastic damper.
This utility model provides a kind of shockproof frame structure, including base structure body and building frame, this utility model energy
It is enough effectively to mitigate destruction of the earthquake to frame support structure, and repair or change after being conducive to the shake of frame support structure, have
Preferably self-resetting capability, effectively reduces residual deformation after the shake of frame structure, in addition, when an earthquake occurs, powerful earthquake
Wave energy is brought to the soleplate of frame structure, and the cusp of the different directions of the guided wave block in soleplate can be released and dissipate major part ripple
Energy, the seismic energy received by the entirety of frame structure greatly reduce, and easy construction, and cost is reasonable, with good
Good application prospect.
Preferred embodiment of the present utility model is the foregoing is only, it is not to limit this utility model, all in this practicality
Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in guarantor of the present utility model
Within the scope of shield.
Claims (7)
1. a kind of shockproof frame structure, it is characterised in that including base structure body (1) and building frame (2), the base structure
Body (1) includes soleplate (11) and the multiple guided wave blocks (12) being arranged on soleplate (11)；The building frame (2) is concrete
Including base arrangement (3) and frame structure (4), the base arrangement (3) is connected with the guided wave block (12) contact, the framework
Structure (4) is fixedly installed on the base arrangement (3).
2. a kind of shockproof frame structure according to claim 1, it is characterised in that the soleplate (11) is U-shaped structure,
The guided wave block (12) is flush end for one end, and the other end is with multiple sophisticated stereochemical structures put, guided wave block (12) the band point
One end of end points is embedded in the soleplate (11), and one end of flush end is located at the outside of the soleplate (11)；The soleplate
(11) inside bottom of U-shaped structure is provided with multiple guided wave blocks (12), and inner side both sides are each provided with a guided wave block
(12)；
The base arrangement (3) is connected with the end thereof contacts of the band tip point of multiple guided wave blocks (12).
3. a kind of shockproof frame structure according to claim 2, it is characterised in that the base arrangement (3) specifically includes
Base plate (31) and it is arranged on multiple base angle blocks (32) of base plate (31) bottom；
The base angle block (32) for one end be wedge angle, the other end for plane stereochemical structure, multiple base angle block (32) planes
One end be fixedly connected with the bottom of the base plate (31), one end of multiple base angle block (32) wedge angles be arranged on the base
The flush end of the multiple described guided wave block (12) of plinth plate (11) inside bottom corresponds contact connection；
The base plate (31) is fixedly installed the rectangular structure of an adjustment block (33), the adjustment block (33) respectively for two ends
One end carry wedge angle, the wedge angle of two adjustment blocks (33) respectively be arranged on two of both sides on the inside of the soleplate (11)
The flush end of the individual guided wave block (12) corresponds contact connection.
4. a kind of shockproof frame structure according to claim 3, it is characterised in that the frame structure (4) specifically includes
Frame column (41), Vierendeel girder (42), inverted V-shaped support (43), dissipative member (44), platform (45)；
The frame column (41) is arranged on the top of the base plate (31), is provided with multiple institutes between two frame columns (41)
Vierendeel girder (42) is stated, the Vierendeel girder (42) forms bean column node (46) with the frame column (41) junction；
The bottom of the Vierendeel girder (42) is connected with the top of dissipative member (44), bottom and the platform of dissipative member (44)
(45) top connection, the inverted V-shaped support the upper end of (43) to be arranged on the bottom of the platform (45), and the inverted V-shaped is supported
(43) lower end is arranged on bean column node (46).
5. a kind of shockproof frame structure according to claim 4, it is characterised in that each bean column node (46) place
Corner positions are both provided with angle brace (47).
6. a kind of shockproof frame structure according to claim 5, it is characterised in that the frame structure (4) also includes pre-
Stress drag-line (48), the upper end of the prestressed cable (48) are anchored at the top of frame column (41), and anchoring lower ends are scheduled on base plate
(31) on.
7. a kind of shockproof frame structure according to claim 6, it is characterised in that described frame column (41) and base plate
(31) antivibrator (49) is set between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621134466.1U CN206091503U (en) | 2016-10-18 | 2016-10-18 | Frame construction takes precautions against earthquakes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621134466.1U CN206091503U (en) | 2016-10-18 | 2016-10-18 | Frame construction takes precautions against earthquakes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206091503U true CN206091503U (en) | 2017-04-12 |
Family
ID=59976020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621134466.1U Expired - Fee Related CN206091503U (en) | 2016-10-18 | 2016-10-18 | Frame construction takes precautions against earthquakes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206091503U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107591999A (en) * | 2017-11-03 | 2018-01-16 | 中国电力工程顾问集团西南电力设计院有限公司 | ± 800kV current conversion station DC fields low-voltage equipment mounting structures |
| CN107806184A (en) * | 2017-09-15 | 2018-03-16 | 同济大学 | Novel controlled frame structure system with Self-resetting energy dissipation brace |
| CN113107251A (en) * | 2021-04-11 | 2021-07-13 | 北京工业大学 | Steel anti-buckling angle brace with high-strength energy absorption function |
-
2016
- 2016-10-18 CN CN201621134466.1U patent/CN206091503U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806184A (en) * | 2017-09-15 | 2018-03-16 | 同济大学 | Novel controlled frame structure system with Self-resetting energy dissipation brace |
| CN107591999A (en) * | 2017-11-03 | 2018-01-16 | 中国电力工程顾问集团西南电力设计院有限公司 | ± 800kV current conversion station DC fields low-voltage equipment mounting structures |
| CN113107251A (en) * | 2021-04-11 | 2021-07-13 | 北京工业大学 | Steel anti-buckling angle brace with high-strength energy absorption function |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103696498B (en) | Easily steel hetermorphiscal column-center support is repaired after a kind of shake | |
| CN206091503U (en) | Frame construction takes precautions against earthquakes | |
| CN103711215B (en) | Easily steel shaped pile frame-accentric support frame is repaired after a kind of shake | |
| CN101748686A (en) | Non-linear damping radiation vibration absorption and isolation support | |
| CN203593946U (en) | Damping type beam falling preventing device | |
| CN102251602A (en) | Anti-seismic damper of shearing type opening soft steel building structure | |
| CN205046755U (en) | Harm controllable shake and decrease steel column that to repair | |
| CN105421608A (en) | Self-resetting energy-consumption inhaul cable support | |
| CN111997412A (en) | Structure is built to antidetonation room | |
| CN204491830U (en) | Can restore funcitons frame-brace structure system | |
| CN204456446U (en) | A kind of subway station Self-resetting foot joint | |
| CN204491831U (en) | Novel can restore funcitons frame-brace structure system | |
| CN203603297U (en) | Energy consumption earthquake resistant structure of frame column | |
| CN210684727U (en) | Construction safety supporting construction | |
| CN104674944A (en) | Novel recoverable functional frame-supporting structure system | |
| CN204435213U (en) | A kind of composite sphere aseismatic bearing | |
| CN107687282B (en) | A kind of assembling type steel structure Self-resetting energy dissipation brace device | |
| CN107905401B (en) | A kind of assembling type steel structure H profile steel Self-resetting energy dissipation brace device | |
| CN202000261U (en) | Prestressed balancing bracket | |
| CN102817617A (en) | Novel inhaul cable type shield originating backrest substrate system | |
| CN210421397U (en) | Anti-seismic reinforced concrete frame structure | |
| CN203022409U (en) | Iron tower support assembly | |
| CN202090457U (en) | Shearing earthquake-resistant damper for architectural structure with mild steels in parallel | |
| CN109235683B (en) | Tensile device and method for seismic isolation building | |
| CN204080848U (en) | The two bar gate shaft tower self-regulated basis of transmission line of electricity |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170412 Termination date: 20171018 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |