CN203021914U - Elastic-plastic supporting base structure - Google Patents

Elastic-plastic supporting base structure Download PDF

Info

Publication number
CN203021914U
CN203021914U CN 201320002874 CN201320002874U CN203021914U CN 203021914 U CN203021914 U CN 203021914U CN 201320002874 CN201320002874 CN 201320002874 CN 201320002874 U CN201320002874 U CN 201320002874U CN 203021914 U CN203021914 U CN 203021914U
Authority
CN
China
Prior art keywords
sleeve
rod
supporting base
connecting plate
elastic
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
CN 201320002874
Other languages
Chinese (zh)
Inventor
周隽
何斌
杨珏
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.)
SHANGHAI FANGJUAN BUILDING ENGINEERING Co Ltd
Original Assignee
SHANGHAI FANGJUAN BUILDING ENGINEERING Co Ltd
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 SHANGHAI FANGJUAN BUILDING ENGINEERING Co Ltd filed Critical SHANGHAI FANGJUAN BUILDING ENGINEERING Co Ltd
Priority to CN 201320002874 priority Critical patent/CN203021914U/en
Application granted granted Critical
Publication of CN203021914U publication Critical patent/CN203021914U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Vibration Prevention Devices (AREA)

Abstract

The utility model relates to a supporting base and in particular relates to an elastic-plastic supporting base structure which is suitable for damping buildings including a bridge and a railroad. The elastic-plastic supporting base structure is characterized by comprising a left supporting rod and a right supporting rod, wherein the left supporting rod is provided with a left connecting plate; the right supporting rod is in parallel arranged at one side of the left supporting rod; the right supporting rod is provided with a right connecting plate; a certain distance is formed between the left supporting rod and the right supporting rod; the left connecting plate and the right connecting plate are oppositely arranged; the elastic-plastic supporting base structure further comprises a sleeve, a leaf spring group and a core rod, wherein the sleeve is arranged at one side of the right connecting plate; a lead core ring is arranged in the sleeve and fixed by an overflow plate; the leaf spring group is arranged in the sleeve and arranged on the bottom of the sleeve; the core rod is arranged at one side of the left connecting plate; the core rod is partially inserted to the sleeve and capable of penetrating through the lead core ring until the core rod is connected with the leaf spring group; and the core rod and the leaf spring group are connected by a connecting rod. Compared with the prior art, the elastic-plastic supporting base structure has the following advantages that the characteristics of certain rigidity and certain power consumption can be realized on the inner part of the supporting base.

Description

The elastoplasticity seat structure
Technical field
The utility model relates to a kind of bearing, and a kind of buildings such as bridge, railway that are applicable to are used for the elastoplasticity seat structure of damping specifically.
Background technology
At present in all buildings; generally in order to reduce the fundamental frequency of fabric structure vibration; extend its basic cycle; thereby avoid the Domain energy channel of earthquake motion; make superstructure and ground vibration isolated; reached the purpose of protection agent structure and inner unlikely destruction thereof, needed to install the concrete column rigid connection member in building.And existing seat structure is as the mechanism that transmits axial force, can bearing tension and pressure, but can not play the characteristic that power consumption is provided.
Summary of the invention
The utility model provides a kind of concrete column rigid connection member in order to overcome the deficiencies in the prior art.
To achieve these goals, the utility model has designed a kind of elastoplasticity seat structure, it is characterized in that: comprise the left support rod member, the left support rod member has a left junction plate, and the right support rod member that is set in parallel in left support rod member one side, the right support rod member has a right junction plate, have certain distance between left and right supporting rod, and left and right junction plate is oppositely arranged; Also comprise the sleeve that is arranged on right junction plate one side, the lead for retractable pencil ring is set in sleeve, and adopt overflow plate to be fixed, also comprise the spring plate group that is arranged in sleeve, spring plate group is positioned at the bottom of sleeve; Also comprise the core bar that is arranged on left junction plate one side, core bar partial insertion sleeve is interior and pass the lead for retractable pencil ring, until the contact spring leaf group, and adopt connecting rod that core bar is connected with spring plate group.
The utility model is compared with prior art, and bearing inside can realize that it has the characteristic of certain rigidity and power consumption.
Description of drawings
Fig. 1 is structural representation of the present utility model.
As shown in Figure 1,1 is the left support rod member; 2 is left junction plate; 3 is the right support rod member; 4 is right junction plate; 5 is sleeve; 6 is the lead for retractable pencil ring; 7 is overflow plate; 8 is spring plate group; 9 is core bar; 10 is connecting rod.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described.
As shown in Figure 1, the utility model comprises left support rod member 1, left support rod member 1 has a left junction plate 2, and the right support rod member 3 that is set in parallel in left support rod member 1 one sides, right support rod member 3 has a right junction plate 4, have certain distance between left and right supporting rod, and left and right junction plate is oppositely arranged; Also comprise the sleeve 5 that is arranged on right junction plate 4 one sides, the interior lead for retractable pencil ring 6 that arranges of sleeve 5, and adopt overflow plate 7 to be fixed, and also comprising the spring plate group 8 that is arranged in sleeve 5, spring plate group 8 is positioned at the bottom of sleeve 5; Also comprise the core bar 9 that is arranged on left junction plate 2 one sides, core bar 9 partial insertion sleeves 5 are interior and pass lead for retractable pencil ring 6, until contact spring leaf group 8, and adopt connecting rod 10 that core bar 9 is connected with spring plate group 8.
This device does relative motion in sleeve 5 by core bar 9 and pushes lead for retractable pencil ring 6 formation energy dissipation behaviors, forms linear rigidities by core bar extrusion spring sheet group 8.Thereby realize that a combination elastoplasticity energy dissipating support inside it has the characteristic of certain rigidity and power consumption.

Claims (1)

1. elastoplasticity seat structure, it is characterized in that: comprise the left support rod member, the left support rod member has a left junction plate, and the right support rod member that is set in parallel in left support rod member one side, the right support rod member has a right junction plate, have certain distance between left and right supporting rod, and left and right junction plate is oppositely arranged; Also comprise the sleeve that is arranged on right junction plate one side, the lead for retractable pencil ring is set in sleeve, and adopt overflow plate to be fixed, also comprise the spring plate group that is arranged in sleeve, spring plate group is positioned at the bottom of sleeve; Also comprise the core bar that is arranged on left junction plate one side, core bar partial insertion sleeve is interior and pass the lead for retractable pencil ring, until the contact spring leaf group, and adopt connecting rod that core bar is connected with spring plate group.
CN 201320002874 2013-01-05 2013-01-05 Elastic-plastic supporting base structure Expired - Fee Related CN203021914U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320002874 CN203021914U (en) 2013-01-05 2013-01-05 Elastic-plastic supporting base structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320002874 CN203021914U (en) 2013-01-05 2013-01-05 Elastic-plastic supporting base structure

Publications (1)

Publication Number Publication Date
CN203021914U true CN203021914U (en) 2013-06-26

Family

ID=48645908

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320002874 Expired - Fee Related CN203021914U (en) 2013-01-05 2013-01-05 Elastic-plastic supporting base structure

Country Status (1)

Country Link
CN (1) CN203021914U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104328843A (en) * 2014-11-27 2015-02-04 南昌市建筑工程集团有限公司 Variable-stiffness steel tube energy dissipation device
CN110805202A (en) * 2019-11-21 2020-02-18 大连交通大学 Replaceable energy-consumption connecting beam with self-resetting function

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104328843A (en) * 2014-11-27 2015-02-04 南昌市建筑工程集团有限公司 Variable-stiffness steel tube energy dissipation device
CN110805202A (en) * 2019-11-21 2020-02-18 大连交通大学 Replaceable energy-consumption connecting beam with self-resetting function

Similar Documents

Publication Publication Date Title
CN205153136U (en) Vertical shock insulation support
MY171495A (en) Spring assembly and method
CN2858821Y (en) Three-dimensional shock insulation device
CN204326290U (en) A kind of hourglass shape mild steel barred body sinker
CN203021914U (en) Elastic-plastic supporting base structure
CN203021916U (en) Ball-shaped steel support
CN103206029B (en) Micro-vibration energy-consumption viscoelastic buckling restrained brace
CN205311896U (en) Unmanned aerial vehicle multi -level buffer undercarriage
CN203160128U (en) Built-in type shock absorbing and damping device of stay cable
CN201493265U (en) Shock absorbing device for vibratory equipment
CN203548676U (en) Constant magnetism damping device
CN103552949A (en) Cast tube lifting device
CN203487450U (en) Horizontal shock absorption device of large-span bridge
CN203021918U (en) Ball-shaped steel support
CN203228837U (en) Steering screw rod for automobile steering device
CN203644502U (en) Transformer
CN202531705U (en) Composite damping spring
CN204878516U (en) Magnetic force damping device
CN203962838U (en) Frequency modulation only shakes spring assembly
CN103061583A (en) Bolt used for fixing upper cross rod and vertical column
CN204530436U (en) A kind of piston type longitudinal power transmission coupling beam device
CN203270937U (en) Steel structure supporting member
CN203654161U (en) Shock isolation support special for light rail bridge
CN202518431U (en) Electric vehicle front fork shock absorber capable of preventing separation of enclosure
CN204983218U (en) Three -dimensional antidetonation device of building

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130626

Termination date: 20170105

CF01 Termination of patent right due to non-payment of annual fee