CN201485987U - Novel quakeproof panel point of building structure - Google Patents

Novel quakeproof panel point of building structure Download PDF

Info

Publication number
CN201485987U
CN201485987U CN2009201459387U CN200920145938U CN201485987U CN 201485987 U CN201485987 U CN 201485987U CN 2009201459387 U CN2009201459387 U CN 2009201459387U CN 200920145938 U CN200920145938 U CN 200920145938U CN 201485987 U CN201485987 U CN 201485987U
Authority
CN
China
Prior art keywords
vertical
level
spacing muscle
shockproof
node
Prior art date
Application number
CN2009201459387U
Other languages
Chinese (zh)
Inventor
于鲁辉
Original Assignee
于鲁辉
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
Priority to CN200820117960.6 priority Critical
Application filed by 于鲁辉 filed Critical 于鲁辉
Priority to CN2009201459387U priority patent/CN201485987U/en
Application granted granted Critical
Publication of CN201485987U publication Critical patent/CN201485987U/en

Links

Abstract

The utility model discloses a novel quakeproof panel point of a building structure, which is arranged bellow a wall body or a cylindrical body of a structure and comprises a vertical and horizontal limiting rib, a seal box of the vertical and horizontal limiting rib, a damping packing material arranged in the seal box, and a deformation slot of the vertical and horizontal limiting rib, wherein vertical and horizontal limiting rib, the seal box of the vertical and horizontal limiting rib and the damping packing material are arranged in the deformation slot of the vertical and horizontal limiting rib. The combined form of the novel quakeproof panel point is a cellular opening combined isolation liner plate, or is an extended mode. The novel quakeproof panel point has a low cost and needs no maintenance, and the structure isolates and dissipates the earthquake energy mainly through the relative replacement with the ground surface during a strong earthquake, so the novel quakeproof panel point can better prevent the structure from collapsing.

Description

The shockproof node of novel building structure
Technical field
The utility model relates to the construction structure shockproof node, relates in particular to the INTERFACE DESIGN of a kind of vibration isolation node or level dissipation seismic energy.
Background technology
The anti-seismic technology of building structure is at present the most frequently used, also is traditional shockproof thinking.Provide fortification against earthquakes and be meant the house is carried out seismic design and adopts anti-seismic construction measure to reach the effect of antidetonation.Though anti-seismic technology is progressive constantly, what become becomes increasingly complex, and the cost that improves degree of safety is also more and more higher; Because the unpredictability of earthquake, under severe earthquake action, the security performance of structure still can not guarantee, and the functional requirement that anti-seismic technology satisfies structure also is very difficult.
Before more than 100 years, the basic vibration isolation technique of structure has just obtained application in actual engineering.At present, this technology has also had very big progress.The basis vibration isolation is provided with one deck and has the transmission of enough reliabilities " separation layer " control ground motion to superstructure between building bottom and basis.But use the problem that maximum laminated rubber earthquake isolating equipments exists at present:
1, cost costliness is to the requirement and the height of material, technology, design and construction unit;
2, have certain depth-width ratio restriction, can only be applied to median low structure, can not be applied to highrise building;
3, earthquake isolating equipment belongs to the primary structure member of normal operational phase, to installing required material, processing, construction, maintenance very high requirement is arranged all, and in the life cycle of whole building, all needs earthquake isolating equipment is safeguarded.
In view of the foregoing, present laminated rubber earthquake isolating equipment can only be applied to some big events, and can not be widely used in the common building works.
Summary of the invention
For solving above-mentioned middle problem and the defective that exists, the utility model provides a kind of novel building structure shockproof node.
The utility model is achieved through the following technical solutions:
The shockproof node of a kind of novel building structure that the utility model is related, this shockproof node is arranged under the body of wall or cylinder of works, or between body of wall and the body of wall, described structure comprises vertical and the spacing muscle of level, vertically reach spacing muscle seal box of level and damping filler, vertically reach the spacing muscle distortion of level groove, the described vertical and spacing muscle of level, vertically reach the spacing muscle seal box of level and damping filler and place vertical and the spacing muscle of level is out of shape in the groove; The described vertical and spacing muscle distortion of level groove is at the set a kind of groove of the structure division at shockproof node two ends, is arranged in a ductility layer, and this ductility layer comprises separation layer and friction energy-dissipating face, and separation layer be arranged on friction energy-dissipating and the middle part; With described vertical and the spacing muscle of level is used also be provided with vertical and level start muscle and should be vertical and level start muscle and be connected body of wall or cylinder and cushion cap.
The described vertical and spacing muscle mid portion of level be shaped as spirality, U-shaped, V-arrangement or W shape, and bending part is sealed in the seal box, the described vertical spacing muscle of level that reaches comprises one or more groups, during for many groups, length vertical and the spacing muscle of level in every group is identical or different, described upper end vertical and the spacing muscle of level is connected with post, wall, beam superstructure member, and the end face of bottom and single footing, glazing bar basis, mat foundation or box foundation or post, wall, girder construction member are connected.
Described cushion cap comprises foundation platform, non-foundation platform or wall and the cylinder vertical member, described foundation platform and non-basic platform be shaped as circle, rectangle or bar shaped.
The described vertical spacing muscle distortion of the level groove that reaches is arranged in foundation platform, non-foundation platform or the metope cylinder vertical member, and be complementary with vertical and the spacing muscle seal box of level, described distortion groove comprises one or more, and each vertically and the spacing muscle distortion of level groove be shaped as rectangle, circle, ellipse or prismatic.
The body of wall of described works or cylinder are arranged with a shockproof node or a plurality of shockproof node, and be wherein many
Individual shockproof node forms a cellular perforate combination isolating pad plate, is placed under the body of wall or cylinder of works.
Described separation layer is elasticity and damping separation layer or cellular perforate combination isolating pad plate.
The beneficial effect of the technical scheme that the utility model provides is:
Cost is low, does not need substantially to safeguard, this structure serves as main the isolation and the dissipation seismic energy with the relative displacement with ground, can better prevent caving in of structure.Spacing muscle and distortion groove can provide level and vertical spacing ability, make the depth-width ratio of structure further loosen restriction, make it go for highrise building, and further reduce the cost of sharing equally of shock insulation power consumption face disposal cost.
Description of drawings
Fig. 1 is the shockproof joint structure schematic diagram of the utility model;
Fig. 2 is the node schematic diagram of the utility model in the macroseism process;
Fig. 3 is under the utility model post or wall lower node sectional drawing;
Fig. 4 is a post lower plan view of the present utility model;
Fig. 5 is the utility model wall lower node plan view;
Fig. 6 is the cellular perforate combination isolating pad plated construction schematic diagram that the utility model is made of a plurality of shockproof nodes;
Fig. 7 is the layout plan of the utility model in structural design drawing.
The specific embodiment
For making the purpose of this utility model, technical scheme and advantage clearer, the utility model embodiment is described in further detail below in conjunction with accompanying drawing:
As shown in Figure 1, showed shockproof joint structure structure of the present utility model, this shockproof node is arranged on body of wall or cylinder 7 times, this structure comprises vertical and the spacing muscle 1 of level, vertically reach spacing muscle seal box 2 of level and damping filler 3, vertically reach the spacing muscle distortion of level groove 4, the described vertical and spacing muscle 1 of level, vertically reach the spacing muscle seal box 2 of level place vertical with damping filler 3 and the spacing muscle distortion of level groove 4 in; The spacing muscle distortion of vertical and level groove 4 is that it is arranged in the ductility layer at the set a kind of groove of the structure division at shockproof node two ends, and the ductility layer comprises separation layer 8 and friction energy-dissipating face 5, and separation layer 8 is arranged on the middle part of friction energy-dissipating face 5; With described vertical and the spacing muscle 1 of level is used also is provided with vertical and level starts muscle 6 and this startup muscle 6 is connected body of wall (or cylinder) and foundation platform 9.
The described vertical and spacing muscle 1 of level can be several groups combination of different length, different materials and different distributions, and bending or slack are sealed in the seal box 2 in the middle of this spacing muscle 1.This spacing muscle has three kinds of effects: the firstth, and contingent excessive level of limiting structure and vertical displacement when earthquake; The second, in the reciprocating motion of earthquake, provide the buffer distance of superstructure acceleration; The 3rd, with seal box and in damping material, the friction energy-dissipating platform established bring into play effects such as spring, damping jointly.Shape vertical and the spacing muscle of level can be spring, spiral, U-shaped, V-arrangement, W shape or other lax shapes.The material of the spacing muscle of described vertical levels can be materials such as high tensile reinforcement, high tensile steel wire, high-strength carbon fibre.
Described vertical and level start intensity that muscle 6 relatively vertically reaches the spacing muscle 1 of level a little less than, its effect is to carry the normal use that keeps structure under the effect in low-intensity earthquake or wind, loses efficacy during macroseism and starts shock insulation function, also plays spacing muscle 1.
Described vertical and the spacing muscle seal box 2 of level will vertically reach the spacing muscle bending of level or the slack sealing is wrapped in wherein, and be filled with damping material in inside, in some cases, also can not adopt seal box.When adopting seal box, seal box 2 is placed vertical reaching in the spacing muscle distortion of the level groove 4, seal box 2 mainly is the deformation space that prevents vertically to reach the spacing muscle corrosion of level, vertical and the spacing muscle 1 of level are provided, and is convenient to install.The described vertical spacing muscle seal box of level that reaches mainly adopts plastics, metal and other materials to constitute, and shape can be rectangle, circle, ellipse, rhombus or other shapes.
Described isolation power consumption face 5 plays following effect: produce relative displacement taphrogeny is isolated (referring to Fig. 2) when earthquake; Heat energy and seismic energy conversion (friction energy-dissipating); Damping (concrete conquassation); The conversion of kinetic energy and potential energy (structure lifting); The buffer distance of superstructure acceleration is provided.The flat shape of described isolation power consumption face can be rectangle, circle, ellipse, prismatic and some other shapes, and its section shape can be broken line, various arc and combination thereof.The material of power consumption face can be steel concrete or other materials, and its surface can be fabric, coating and some other materials.
The spacing muscle distortion of vertical and level groove 4 is complementary with vertical and the spacing muscle seal box of level, seal box 2 places and is out of shape in the groove, and the distortion cushion space of vertical and the spacing muscle 1 of level is provided, the corresponding vertical position that reaches the spacing muscle of level, can have one to several groups of different sizes, the distribution of diverse location.Wherein being out of shape groove can have up and down, also can more than have and do not have down or have down the nothing of going up.Shape can be rectangle, circle, ellipse, rhombus or other shapes.Described distortion groove also can be placed on the vertical members such as metope or cylinder.
As Fig. 3, Fig. 4, shown in Figure 5, showed under the wall or the section and the plane structure of post lower node, at underground is that the lower end of wall or post 7 is provided with vertical and the spacing muscle distortion of level groove 4, light concrete hollow block or foamed plastics interlayer 10 when not having Stilt layer, a certain side of ground lower prop or wall are set, when being arranged, Stilt layer can be connected with structure cushion cap coupling beam 12, the both sides of the foundation platform 9 of described post or wall lower end also can be provided with basic coupling beam 11, base form can be the single footing, the glazing bar basis, the raft foundation, box bases etc., this node structure also can be arranged on the flooring.Also be provided with circle or rectangle friction energy-dissipating face 5 between cylinder or body of wall lower end and the foundation platform, so that produce relative displacement and friction energy-dissipating up and down, vertical and the spacing muscle of level top or that be provided with below of circle or rectangle power consumption face is out of shape groove 4, includes one or more.Described distortion groove 4 vertical and the spacing muscle of level can only be arranged on circle or rectangle power consumption face above, or the face that just consumes energy below, also can be in the centre of power consumption face.
As shown in Figure 6, showed another kind of extended mode of the present utility model: include a plurality of shockproof nodes, and constitute a cellular perforate combination isolating pad plate by a plurality of shockproof nodes, be placed under the body of wall or cylinder of works, described shockproof node is arranged on.Bending or slack are sealed in the seal box in the middle of the spacing muscle 1 that described shockproof node comprises, and fill damping filler 3 in seal box; The upper and lower of described cellular perforate combination isolating pad plate is provided with friction energy-dissipating face 5, and described friction energy-dissipating face 5 is complementary with the shape of cellular perforate combination isolating pad plate.
As shown in Figure 7, showed the layout plan of the utility model in structural design drawing.When building structure was the single footing, I was expressed as the position when being placed with a shockproof node, and J is expressed as position when being placed with two shockproof nodes; When building structure was strip foundation, K was expressed as the position of placing shockproof node at interval.
Normal operational phase of the utility model and little shake stage node are in elastic range, and this kind structure is identical with general structure.The vertical level that reaches starts spacing muscle inefficacy and starts shock insulation function during macroseism, and node plays the effect of isolation, conversion, dissipation seismic energy.
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claim.

Claims (6)

1. the shockproof node of novel building structure, this shockproof node is arranged under the body of wall or cylinder (7) of works, or between body of wall and the body of wall, it is characterized in that, described structure comprises vertical and the spacing muscle of level (1), vertically reach spacing muscle seal box of level (2) and damping filler (3), vertically reach the spacing muscle distortion of level groove (4), the described vertical and spacing muscle of level (1), vertically reach the spacing muscle seal box of level (2) place vertical with damping filler (3) and the spacing muscle distortion groove of level (4) in; The described vertical and spacing muscle distortion groove of level (4) is at the set a kind of groove of the structure division at shockproof node two ends, be arranged in a ductility layer, this ductility layer comprises separation layer (8) and friction energy-dissipating face (5), and described separation layer (8) is arranged on the middle part of friction energy-dissipating face (5); With described vertical and the spacing muscle of level (1) is used also be provided with vertical and level start muscle (6) and should be vertical and level start muscle (6) and be connected body of wall or cylinder and cushion cap (9).
2. the shockproof node of novel building structure according to claim 1, it is characterized in that, the described vertical spirality that is shaped as that reaches the spacing muscle of level (1) mid portion, U-shaped, V-arrangement or W shape, and bending part is sealed in the seal box (2), the described vertical spacing muscle of level (1) that reaches comprises one or more groups, during for many groups, length vertical and the spacing muscle of level (1) in every group is identical or different, described vertical upper end and the post that reaches the spacing muscle of level (1), wall, beam superstructure member connects, lower end and single footing, the glazing bar basis, the end face of mat foundation or box foundation or post, wall, the girder construction member connects.
3. the shockproof node of novel building structure according to claim 1 is characterized in that, described cushion cap (9) comprises foundation platform, non-foundation platform or metope cylinder vertical member, described foundation platform and non-basic platform be shaped as circle, rectangle or bar shaped.
4. according to claim 1 or the shockproof node of 3 described novel building structures, it is characterized in that, the described vertical spacing muscle distortion groove of level (4) that reaches is arranged in foundation platform, non-foundation platform or the metope cylinder vertical member, and be complementary with vertical and the spacing muscle seal box of level (2), described distortion groove (4) comprises one or more, and each vertically and the spacing muscle distortion groove of level (4) be shaped as rectangle, circle, ellipse or prismatic.
5. the shockproof node of novel building structure according to claim 1, it is characterized in that, the body of wall of described works or cylinder (7) are arranged with a shockproof node or a plurality of shockproof node, wherein a plurality of shockproof nodes form a cellular perforate combination isolating pad plate, and are placed under the body of wall or cylinder (7) of works.
6. the shockproof node of novel building structure according to claim 1 is characterized in that, described separation layer (8) is elasticity and damping separation layer or cellular perforate combination isolating pad plate.
CN2009201459387U 2008-06-02 2009-03-23 Novel quakeproof panel point of building structure CN201485987U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN200820117960.6 2008-06-02
CN2009201459387U CN201485987U (en) 2008-06-02 2009-03-23 Novel quakeproof panel point of building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201459387U CN201485987U (en) 2008-06-02 2009-03-23 Novel quakeproof panel point of building structure

Publications (1)

Publication Number Publication Date
CN201485987U true CN201485987U (en) 2010-05-26

Family

ID=42424872

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009201459387U CN201485987U (en) 2008-06-02 2009-03-23 Novel quakeproof panel point of building structure

Country Status (1)

Country Link
CN (1) CN201485987U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587531A (en) * 2012-03-02 2012-07-18 北京建筑工程学院 Swinging buckling restrained brace and frame structure system and construction method thereof
CN105951583A (en) * 2016-06-12 2016-09-21 西南交通大学 Bridge anti-seismic stop block structure capable of achieving buffering, energy dissipation and collision resistance
CN108797842A (en) * 2018-04-28 2018-11-13 浙江大学宁波理工学院 Seismic shear wall and its construction method
CN108797843A (en) * 2018-04-28 2018-11-13 浙江大学宁波理工学院 Seismic shear wall
CN110258787A (en) * 2019-06-11 2019-09-20 南京毕慕智能建筑科技有限公司 A kind of assembled Self-resetting concrete frame mild-steel energy-consumption combined joint

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587531A (en) * 2012-03-02 2012-07-18 北京建筑工程学院 Swinging buckling restrained brace and frame structure system and construction method thereof
CN105951583A (en) * 2016-06-12 2016-09-21 西南交通大学 Bridge anti-seismic stop block structure capable of achieving buffering, energy dissipation and collision resistance
CN108797842A (en) * 2018-04-28 2018-11-13 浙江大学宁波理工学院 Seismic shear wall and its construction method
CN108797843A (en) * 2018-04-28 2018-11-13 浙江大学宁波理工学院 Seismic shear wall
CN108797843B (en) * 2018-04-28 2020-05-08 浙江大学宁波理工学院 Anti-seismic shear wall
CN110258787A (en) * 2019-06-11 2019-09-20 南京毕慕智能建筑科技有限公司 A kind of assembled Self-resetting concrete frame mild-steel energy-consumption combined joint

Similar Documents

Publication Publication Date Title
US4972636A (en) Damping device in a structure
CN102953327B (en) Be applicable to the lateral shock absorption damper of bridge construction
CN103774551B (en) A kind of three-dimensional isolation device
Skinner et al. A practical system for isolating structures from earthquake attack
CN104831621B (en) Guide rail type anti-drawing high-damping rubber shock insulation support
CN100434603C (en) Building insulating vibration -isolating system
CN105401772B (en) Damping Anti-seismic steel house
CN204510510U (en) Multidimensional vibration absorption and isolation support
CN102409777A (en) Structural three-dimensional shock isolation and anti-overturning device
KR101112577B1 (en) Double Steel Frame Earthquake-Proof Device
CN202899170U (en) Earthquake-proof foundation
CN102995785B (en) Rocker bearing water tank damper
SK2012000A3 (en) Earthquake protection consisting of vibration-isolated mounting of buildings and objects using virtual pendulums with long cycles
CN105507454B (en) One kind deformation controllable type frame wall filled with masonry and the practice
CN203891242U (en) Replaceable rigid damping connecting beam
CN202073031U (en) Multi-dimensional damping separation lead-core rubber support
CN105239501B (en) Anti-pulling high-damping rubber shock isolating pedestal
CN103966946B (en) The spring-rubber of bridge subtracts shock isolation system
CN202850206U (en) Friction pendulum support
CN103335057B (en) Tuned mass damper with frame
CN107604810A (en) A kind of Self-resetting friction pendulum three-dimensional shock damping and insulation bearing
CN104562920B (en) The damping energy-dissipating device that a kind of bridge direction across bridge disk spring combines with dynamic damping
CN105804263B (en) A kind of sliding isolated bearing
CN102251472B (en) Multi-dimensional shock absorption/isolation lead rubber bearing
CN104005492A (en) Quicksand type energy dissipation shock absorption and damping hybrid device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 100080, Haidian District, Beijing No. 9 temple, No. 1, building 2, Room 302

Patentee after: Yu Luhui

Address before: 100088 Beijing City, Xicheng District, No. 3 Xinming Hutong Building 1 401

Patentee before: Yu Luhui

DD01 Delivery of document by public notice

Addressee: Yu Luhui

Document name: Notification of Passing Examination on Formalities

C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 100096 Beijing city Changping District small town Jinbang Park building 18 2-301

Patentee after: Yu Luhui

Address before: 100080, Haidian District, Beijing No. 9 temple, No. 1, building 2, Room 302

Patentee before: Yu Luhui

DD01 Delivery of document by public notice

Addressee: Yu Luhui

Document name: Notification of Passing Examination on Formalities

DD01 Delivery of document by public notice

Addressee: Yu Luhui

Document name: Notification of Termination of Patent Right

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100526

Termination date: 20130323