CN103161236A - Viscous damper installing structure - Google Patents

Viscous damper installing structure Download PDF

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Publication number
CN103161236A
CN103161236A CN2013100765403A CN201310076540A CN103161236A CN 103161236 A CN103161236 A CN 103161236A CN 2013100765403 A CN2013100765403 A CN 2013100765403A CN 201310076540 A CN201310076540 A CN 201310076540A CN 103161236 A CN103161236 A CN 103161236A
Authority
CN
China
Prior art keywords
viscous damper
steel plate
mounting structure
fixation steel
fixation
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
Application number
CN2013100765403A
Other languages
Chinese (zh)
Inventor
黄伟
蒋相阳
徐晓军
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.)
Zhejiang Haitian Construction Group Co Ltd
Original Assignee
Zhejiang Haitian Construction Group 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 Zhejiang Haitian Construction Group Co Ltd filed Critical Zhejiang Haitian Construction Group Co Ltd
Priority to CN2013100765403A priority Critical patent/CN103161236A/en
Publication of CN103161236A publication Critical patent/CN103161236A/en
Pending legal-status Critical Current

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  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses a viscous damper installing structure. Two ends of a viscous damper are fixed on a support base of the viscous damper. The support base of the viscous damper comprises a fixing steel plate. A plurality of pillar feet are vertically arranged on the bottom face of the fixing steel plate. A piece of structural steel is vertically connected with the top face of the fixing steel plate. The structural steel comprises two connective steel plates which are parallel and vertical to the top face of the fixing steel plate. Connective ribs are arranged between two connective steel plates. Connective holes which are fixedly connected with the viscous damper are formed in the connective steel plates. The viscous damper installing structure is used for conveniently installing and fixing the support base of the viscous damper.

Description

The viscous damper mounting structure
Technical field
The present invention relates to the viscous damper mounting structure.
Background technology
Viscous damper is according to fluid motion, can produce when fluid particularly that the principle of viscosity resistance makes during by throttle orifice, is a kind of and rigidity, velocity correlation type damper.Be widely used in the fields such as highrise building, bridge, building structure aseismatic transformation, industrial pipeline equipment antivibration, military project.
Viscous damper is installed by pre-buried damper bearing, but the damper bearing but is not easy to install and is fixing.
Summary of the invention
Technical problem to be solved by this invention just is to provide a kind of viscous damper mounting structure, is convenient to the installation of viscous damper bearing and fixes.
for solving the problems of the technologies described above, the present invention adopts following technical scheme: the viscous damper mounting structure, viscous damper two ends and viscous damper bearing are fixed, it is characterized in that: described viscous damper bearing comprises a fixation steel plate, described fixation steel plate bottom surface is vertically installed with several suspension columns, the vertical shaped steel that connects of described fixation steel plate end face, described shaped steel comprise two parallel and perpendicular to the junction steel plate of fixation steel plate end face, be provided with dowel between described two junction steel plates, described junction steel plate is provided with the connecting hole that is connected and fixed with viscous damper.
As preferably, be provided with stiffening rib between described junction steel plate lateral surface and fixation steel plate.
As preferably, described stiffening rib is triangular structure of right angle, is provided with three stiffening ribs between every junction steel plate and fixation steel plate, and the spacing between three stiffening ribs is 150mm, and the thickness of stiffening rib is 20mm.
As preferably, the rectangular array that described connecting hole is 4*3 distributes, and the vertical spacing of described connecting hole is 150mm.
As preferably, described suspension column bottom is provided with flat feet.
The present invention is provided with suspension column in the fixation steel plate bottom surface of viscous damper bearing, the suspension column bottom is provided with flat feet, first reinforcing bar at 6 Φ 32mm of feet bottom surface welding, then at the supporting steel plate of a 50mm х 50mm х 20mm of reinforcing bar bottom welding, so that the steady placement of viscous damper bearing on template is convenient to the installation of viscous damper bearing and fixes.
Description of drawings
The invention will be further described below in conjunction with the drawings and specific embodiments:
Fig. 1 is viscous damper bearing front view;
Fig. 2 is viscous damper bearing lateral view;
Fig. 3 is viscous damper and viscous damper support connecting structure schematic diagram.
The specific embodiment
Fig. 1 to Fig. 3 shows viscous damper mounting structure of the present invention, viscous damper 101 two ends and viscous damper bearing 1 are fixing, described viscous damper bearing 1 comprises a fixation steel plate 10, described fixation steel plate bottom surface is vertically installed with several suspension columns 15, and described suspension column 15 bottoms are provided with flat feet 16.The vertical shaped steel that connects of described fixation steel plate end face, described shaped steel comprise two parallel and perpendicular to the junction steel plate 12 of fixation steel plate end face, be provided with dowel 13 between described two junction steel plates, described junction steel plate is provided with the connecting hole 14 that is connected and fixed with viscous damper.Be provided with stiffening rib 11 between described junction steel plate 12 lateral surfaces and fixation steel plate 10.Described stiffening rib 11 is triangular structure of right angle, is provided with three stiffening ribs between every junction steel plate and fixation steel plate, and the spacing between three stiffening ribs is 150mm, and the thickness of stiffening rib is 20mm.The rectangular array that described connecting hole 14 is 4*3 distributes, and the vertical spacing of described connecting hole is 150mm.

Claims (5)

1. viscous damper mounting structure, viscous damper (101) two ends and viscous damper bearing (1) are fixing, it is characterized in that: described viscous damper bearing (1) comprises a fixation steel plate (10), described fixation steel plate bottom surface is vertically installed with several suspension columns (15), described fixation steel plate (10) end face vertically connects a shaped steel, described shaped steel comprise two parallel and perpendicular to the junction steel plate (12) of fixation steel plate end face, be provided with dowel (13) between described two junction steel plates (12), described junction steel plate is provided with the connecting hole (14) that is connected and fixed with viscous damper.
2. viscous damper mounting structure according to claim 1, is characterized in that: be provided with stiffening rib (11) between described junction steel plate (12) lateral surface and fixation steel plate (10).
3. viscous damper mounting structure according to claim 2, it is characterized in that: described stiffening rib (11) is triangular structure of right angle, be provided with three stiffening ribs between every junction steel plate (12) and fixation steel plate (10), spacing between three stiffening ribs is 150mm, and the thickness of stiffening rib is 20mm.
4. viscous damper mounting structure according to claim 1 is characterized in that: the rectangular array that described connecting hole (14) is 4*3 distributes, and the vertical spacing of described connecting hole is 150mm.
5. viscous damper mounting structure according to claim 1, is characterized in that: be provided with flat feet (16) bottom described suspension column (15).
CN2013100765403A 2013-03-11 2013-03-11 Viscous damper installing structure Pending CN103161236A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013100765403A CN103161236A (en) 2013-03-11 2013-03-11 Viscous damper installing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013100765403A CN103161236A (en) 2013-03-11 2013-03-11 Viscous damper installing structure

Publications (1)

Publication Number Publication Date
CN103161236A true CN103161236A (en) 2013-06-19

Family

ID=48584743

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013100765403A Pending CN103161236A (en) 2013-03-11 2013-03-11 Viscous damper installing structure

Country Status (1)

Country Link
CN (1) CN103161236A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10252309A (en) * 1997-03-14 1998-09-22 Fujita Corp Earthquake resisting reinforcing structure of reinforced concrete building
CN101173535A (en) * 2007-11-15 2008-05-07 滕军 Coupled shearing force wall energy-dissipation beam-coupled steel plate damper and its using method
CN101230599A (en) * 2008-02-28 2008-07-30 同济大学 Vertical shear tilt vibration damper steel plate shearing wall
CN101925713A (en) * 2008-01-24 2010-12-22 新日本制铁株式会社 Connection metal fitting and building with the same
CN203096995U (en) * 2013-03-11 2013-07-31 浙江海天建设集团有限公司 Viscous damper installation structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10252309A (en) * 1997-03-14 1998-09-22 Fujita Corp Earthquake resisting reinforcing structure of reinforced concrete building
CN101173535A (en) * 2007-11-15 2008-05-07 滕军 Coupled shearing force wall energy-dissipation beam-coupled steel plate damper and its using method
CN101925713A (en) * 2008-01-24 2010-12-22 新日本制铁株式会社 Connection metal fitting and building with the same
CN101230599A (en) * 2008-02-28 2008-07-30 同济大学 Vertical shear tilt vibration damper steel plate shearing wall
CN203096995U (en) * 2013-03-11 2013-07-31 浙江海天建设集团有限公司 Viscous damper installation structure

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Application publication date: 20130619