CN209099556U

CN209099556U - A kind of Novel supporting-type metal energy consumption coupling beam

Info

Publication number: CN209099556U
Application number: CN201821638001.9U
Authority: CN
Inventors: 宫海; 郭建好
Original assignee: Smart Assembly Green Building Innovation Center Nantong Co Ltd
Current assignee: Zhiguang Construction Technology Nantong Co ltd
Priority date: 2018-10-10
Filing date: 2018-10-10
Publication date: 2019-07-12
Anticipated expiration: 2028-10-10

Abstract

The utility model discloses a kind of Novel supporting-type metal energy consumption coupling beams, including damper, ribbed stiffener A, fashioned iron A, fashioned iron B, fashioned iron C and fashioned iron D, damper both ends are respectively arranged with ribbed stiffener A, damper both ends are respectively arranged with fashioned iron A and fashioned iron B, setting is parallel to the horizontal plane in fashioned iron A, angle between fashioned iron B and horizontal plane is 30 ~ 60 °, the upper surface fashioned iron A is connected with several fashioned iron C, fashioned iron C is connected far from connection one end fashioned iron A with the lower surface fashioned iron D, the utility model structure is simple, rationally, energy consumption of the coupling beam under geological process can all be undertaken, it can be very good that concrete structure is protected not destroyed by seismic force, brace type metal consumes energy coupling beam all in factory's welding, the finished product supply of material, do concrete connecting-beam in the scene of not needing, greatly reduce site operation difficulty；Brace type metal energy consumption coupling beam both ends cutting convenience, the scene avoided the problem that is not installed because construction precision is brought.

Description

A kind of Novel supporting-type metal energy consumption coupling beam

Technical field

The utility model relates to building structure technology field, specially a kind of Novel supporting-type metal energy consumption coupling beam.

Background technique

Coupling beam refers in shear wall structure and Frame _ Shear Wall Structure, connects wall limb and wall limb, the phase in wall limb plane Beam even, coupling beam generally has the features such as span is small, section is big, and the wall stiffness being connected with coupling beam is again very big, generally in wind lotus It carries under geological process, the internal force of coupling beam is often very big.Generally to coupling beam progress Stiffness degradation in internal force calculating, but into Line position is moved not to be reduced generally when calculating, and popular point is said, coupling beam is that have hole or disconnection, but stress among two walls (shear wall) Be usually to have hole below coupling beam it is required that connect together and increased primary structure member again, wall limb refer to shear wall to The part that two different directions extend, that is, our walls for being commonly called as.

Metal energy consumption coupling beam is also referred to as coupling beam metal sinker, is made of various different metal material elements or component, utilizes The damping device for the elastoplasticity hysteresis deformation dissipation energy that hardware or component generate when surrendering, under seismic force effects, greatly The ductility and energy dissipation capacity of width raising coupling beam.

Traditional metal energy consumption coupling beam is the installation coupling beam built-in fitting in concrete connecting-beam, then by metal energy consumption coupling beam weldering It connects on built-in fitting, however there are the energy consumptions of coupling beam or reinforced concrete coupling beams part to hold under seismic force effects for this way Load, metal energy consumption coupling beam do not work, it would therefore be highly desirable to a kind of improved technology come solve in the presence of the prior art this ask Topic.

Utility model content

The purpose of this utility model is to provide a kind of Novel supporting-type metal energy consumption coupling beams, all undertake coupling beam in earthquake Energy consumption under effect, can be very good that concrete structure is protected not destroyed by seismic force, and brace type metal energy consumption coupling beam all exists Factory's welding, the finished product supply of material, the scene of not needing does concrete connecting-beam, greatly reduces site operation difficulty；Brace type metal consumption Energy coupling beam both ends cutting convenience, the scene avoided the problem that is not installed because construction precision is brought, to solve above-mentioned background technique The problem of middle proposition.

To achieve the above object, the utility model provides the following technical solutions: a kind of Novel supporting-type metal energy consumption coupling beam, It is respectively arranged with ribbed stiffener A including damper, ribbed stiffener A, fashioned iron A, fashioned iron B, fashioned iron C and fashioned iron D, the damper both ends, The damper both ends are respectively arranged with fashioned iron A and setting, the fashioned iron B and water is parallel to the horizontal plane in fashioned iron B, the fashioned iron A Angle between plane is 30 ~ 60 °, and the upper surface the fashioned iron A is connected with several fashioned iron C, and the fashioned iron C is far from connection fashioned iron A One end is connected with the lower surface fashioned iron D.

Preferably, the damper includes end plate A, end plate B, web and ribbed stiffener B, and the section of the web is I-shaped Section, the web both ends are respectively arranged with end plate A and end plate B, and the end plate A is consistent with end plate B structure, the end plate A with End plate B is arranged in parallel, and the ribbed stiffener B has several, and the ribbed stiffener B is symmetrical as center line using web vertical direction shaft core line It is distributed in the corresponding both side surface of web.

Preferably, the fashioned iron A is identical as fashioned iron B structure, and the section of the fashioned iron A and fashioned iron B are i shaped cross section.

Preferably, the fashioned iron C is identical as fashioned iron D structure, and the fashioned iron C and fashioned iron D are rhs-structure.

Preferably, the fashioned iron A and fashioned iron C is vertically connected, and the fashioned iron C and fashioned iron D is vertically connected, the fashioned iron A with Fashioned iron D is arranged in parallel.

Preferably, longitudinal shaft core line of the fashioned iron A, fashioned iron B, fashioned iron C, fashioned iron D and web is located at same vertical plane On.

Preferably, positioned at the fashioned iron A at the damper both ends, fashioned iron B, fashioned iron C, fashioned iron D and ribbed stiffener A with damper Longitudinal central axis line is that center line is symmetrical.

Compared with prior art, the utility model has the beneficial effects that

(1) energy consumption of the coupling beam under geological process all is undertaken, can be very good to protect concrete structure not by seismic force It destroys.

(2) brace type metal energy consumption coupling beam is all welded in factory, and concrete connecting-beam is done at the finished product supply of material, the scene of not needing, Greatly reduce site operation difficulty.

(3) brace type metal energy consumption coupling beam both ends cutting convenience, what the scene avoided was not installed because construction precision is brought Problem.

Detailed description of the invention

Fig. 1 is the structural schematic diagram of the utility model.

Fig. 2 is damper structure schematic diagram.

Fig. 3 is fashioned iron A schematic cross-section.

Fig. 4 is fashioned iron C schematic cross-section.

Specific embodiment

The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.

Referring to Fig. 1, the utility model provides a kind of technical solution: a kind of Novel supporting-type metal energy consumption coupling beam, including Damper 1, ribbed stiffener A2, fashioned iron A3, fashioned iron B4, fashioned iron C5 and fashioned iron D6,1 both ends of damper are respectively arranged with ribbed stiffener A2, 1 both ends of damper are respectively arranged with fashioned iron A3 and fashioned iron B4, and setting is parallel to the horizontal plane in fashioned iron A3, between fashioned iron B4 and horizontal plane Angle be 30 ~ 60 °, the upper surface fashioned iron A3 is connected with several fashioned iron C5, and fashioned iron C5 is far from connection one end fashioned iron A3 and fashioned iron D6 Lower surface is connected, and fashioned iron A3 is vertically connected with fashioned iron C5, and fashioned iron C5 is vertically connected with fashioned iron D6, and fashioned iron A3 is parallel with fashioned iron D6 to be set Set, fashioned iron A3, fashioned iron B4, fashioned iron C5, fashioned iron D6 and web 13 longitudinal shaft core line be located on same vertical plane, be located at damping Fashioned iron A3, fashioned iron B4, fashioned iron C5, fashioned iron D6 and the ribbed stiffener A2 at 1 both ends of device are using the longitudinal central axis line of damper 1 as center line pair Claim distribution.

As shown in Fig. 2, damper 1 includes end plate A11, end plate B12, web 13 and ribbed stiffener B14, the section of web 13 is I shaped cross section, 13 both ends of web are respectively arranged with end plate A11 and end plate B12, and end plate A11 is consistent with end plate B12 structure, end plate A11 is arranged in parallel with end plate B12, and ribbed stiffener B14 has several, and ribbed stiffener B14 is centered on 13 vertical direction shaft core line of web Line is symmetrically distributed in the corresponding both side surface of web 13.

As shown in figure 3, fashioned iron A3 is identical as fashioned iron B4 structure, the section of fashioned iron A3 and fashioned iron B4 are i shaped cross section.

As shown in figure 4, fashioned iron C5 is identical as fashioned iron D6 structure, fashioned iron C5 and fashioned iron D6 are rhs-structure.

It uses principle: after fashioned iron A3, fashioned iron B4 and fashioned iron D6 and coupling beam built-in fitting weld, being finally poured concrete, when Seismic force is generated, the energy of seismic force is first transmitted to coupling beam built-in fitting, is then transmit to fashioned iron A3, fashioned iron B4 and fashioned iron D6, Final energy consumption is all undertaken by damper 1, just can be well protected concrete structure in this way.

While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.

Claims

The coupling beam 1. a kind of Novel supporting-type metal consumes energy, it is characterised in that: including damper (1), ribbed stiffener A (2), fashioned iron A (3), fashioned iron B (4), fashioned iron C (5) and fashioned iron D (6), damper (1) both ends are respectively arranged with ribbed stiffener A (2), the resistance Buddhist nun's device (1) both ends are respectively arranged with fashioned iron A (3) and fashioned iron B (4), and setting, the fashioned iron is parallel to the horizontal plane in the fashioned iron A (3) Angle between B (4) and horizontal plane is 30~60 °, and (3) upper surface fashioned iron A is connected with several fashioned iron C (5), the fashioned iron C (5) is connected far from connection (3) one end fashioned iron A with fashioned iron D (6) lower surface.
The coupling beam 2. a kind of Novel supporting-type metal according to claim 1 consumes energy, it is characterised in that: the damper (1) Including end plate A (11), end plate B (12), web (13) and ribbed stiffener B (14), the section of the web (13) is i shaped cross section, Web (13) both ends are respectively arranged with end plate A (11) and end plate B (12), the end plate A (11) and end plate B (12) structure one Cause, the end plate A (11) is arranged in parallel with end plate B (12), and the ribbed stiffener B (14) has several, the ribbed stiffener B (14) with Web (13) vertical direction shaft core line is that center line is symmetrically distributed in the corresponding both side surface of web (13).
The coupling beam 3. a kind of Novel supporting-type metal according to claim 1 consumes energy, it is characterised in that: the fashioned iron A (3) with Fashioned iron B (4) structure is identical, and the section of the fashioned iron A (3) and fashioned iron B (4) is i shaped cross section.
The coupling beam 4. a kind of Novel supporting-type metal according to claim 1 consumes energy, it is characterised in that: the fashioned iron C (5) with Fashioned iron D (6) structure is identical, and the fashioned iron C (5) and fashioned iron D (6) are rhs-structure.
The coupling beam 5. a kind of Novel supporting-type metal according to claim 1 consumes energy, it is characterised in that: the fashioned iron A (3) with Fashioned iron C (5) is vertically connected, and the fashioned iron C (5) is vertically connected with fashioned iron D (6), and the fashioned iron A (3) is parallel with fashioned iron D (6) to be set It sets.
The coupling beam 6. a kind of Novel supporting-type metal according to claim 1 consumes energy, it is characterised in that: the fashioned iron A (3), Fashioned iron B (4), fashioned iron C (5), fashioned iron D (6) and web (13) longitudinal shaft core line be located on same vertical plane.
The coupling beam 7. a kind of Novel supporting-type metal according to claim 1 consumes energy, it is characterised in that: be located at the damper (1) the fashioned iron A (3), fashioned iron B (4), fashioned iron C (5), fashioned iron D (6) and ribbed stiffener A (2) at both ends are with the longitudinal central axis of damper (1) Line is that center line is symmetrical.