CN209277320U - A kind of novel buckling restrained brace stage by stage - Google Patents

A kind of novel buckling restrained brace stage by stage Download PDF

Info

Publication number
CN209277320U
CN209277320U CN201821818229.6U CN201821818229U CN209277320U CN 209277320 U CN209277320 U CN 209277320U CN 201821818229 U CN201821818229 U CN 201821818229U CN 209277320 U CN209277320 U CN 209277320U
Authority
CN
China
Prior art keywords
plug
stage
buckling restrained
restrained brace
plate
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.)
Active
Application number
CN201821818229.6U
Other languages
Chinese (zh)
Inventor
尹文汉
胡大柱
姚伟慧
李庆昱
吴洋洋
张礼
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.)
Nantong Landtek Damping Science And Technology Ltd
SHANGHAI LANKE BUILDING DAMPING TECHNOLOGY Co Ltd
Jiangsu Blue Shock Technology Co Ltd
Original Assignee
Nantong Landtek Damping Science And Technology Ltd
SHANGHAI LANKE BUILDING DAMPING TECHNOLOGY Co Ltd
Jiangsu Blue Shock Technology 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 Nantong Landtek Damping Science And Technology Ltd, SHANGHAI LANKE BUILDING DAMPING TECHNOLOGY Co Ltd, Jiangsu Blue Shock Technology Co Ltd filed Critical Nantong Landtek Damping Science And Technology Ltd
Priority to CN201821818229.6U priority Critical patent/CN209277320U/en
Application granted granted Critical
Publication of CN209277320U publication Critical patent/CN209277320U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a kind of novel buckling restrained braces stage by stage, including buckling restrained brace, connector, several plug-in buckling restrained braces, first end plate and the second end plate;One end of the buckling restrained brace is fixed in the first end plate, the other end of the buckling restrained brace is fixed on second end plate, the connector is fixed on the outside of the buckling restrained brace, one end of the plug-in buckling restrained brace is fixed on the connector, the other end of the plug-in buckling restrained brace is fixed on second end plate, the utility model passes through the surrender stage by stage of metal, lesser yield displacement and biggish two-stage rigidity may be implemented, yield strength can be increased, double rank surrender components enable to deformation of the building structure under earthquake more uniform simultaneously, it ensure that the stability and safety of building structure.

Description

A kind of novel buckling restrained brace stage by stage
Technical field
The utility model relates to building structure field, in particular to a kind of novel buckling restrained brace stage by stage.
Background technique
Buckling restrained brace is a kind of important structure lateral resistant member and energy dissipation component, in recent years in China's building field Obtain more application.It consumes inputting seismic energy by the surrender hysteresis of metal, to slow down the damage of main structure. Buckling restrained brace is by elastic connection section, energy consumption section, tied mechanism (concrete filled steel tube tied mechanism, clean steel tied mechanism, reinforcing bar Concrete tied mechanism etc.), each sections composition such as non-cohesive material.Common buckling restrained brace interface form includes linear type Section, cross section, H-type section, box-type section etc., these section forms have its reasonable scope of application, such as a word Shape, cross, H-type section, the bearing capacity of box-type section are higher and higher.
It is a kind of novel damping component to grow up in recent years that dual-stage, which surrenders cushioning members, stage by stage by metal Surrender, may be implemented lesser yield displacement and biggish two-stage rigidity, and analysis and research show that double rank surrender components can So that deformation of the building structure under earthquake is more uniform.
Although can use metal material curved scissors realization surrender stage by stage, current technology be also implicitly present in it is this according to It is realized in such a way that axial deformation is combined by bending deformation or bending deformation and is surrendered stage by stage, but utilize bending and shearing Mechanism also brings the complexity of connection and the utilization efficiency of material not high (to need sheet fabrication becoming the forms material such as dog bone simultaneously Material loss is big) the problems such as.For these problems, it is thus proposed that the support of surrender stage by stage of buckling-restrained mechanism passes through buckling The energy consumption core plate on constraint support internal two surrender opportunitys of setting is surrendered stage by stage with realizing, this design takes full advantage of buckling The mechanism of constraint, but due to putting the part of small shake surrender in casing into, and the damper of small shake surrender may shake greatly in Lower destruction, once damage will be unable to replace.
Therefore it is present to solve the problems, such as to be badly in need of a kind of novel buckling restrained brace stage by stage now.
Summary of the invention
In view of the above problems in the prior art, the purpose of the utility model is to provide a kind of novel bucklings stage by stage about Bundle branch support.
In order to solve the above-mentioned technical problem, the specific technical solution of the utility model is as follows:
The utility model provides a kind of novel buckling restrained brace stage by stage, if including buckling restrained brace, connector, Dry plug-in buckling restrained brace, first end plate and the second end plate;One end of the buckling restrained brace is fixed on described first On end plate, the other end of the buckling restrained brace is fixed on second end plate, and the connector is fixed on the buckling The outside of support is constrained, one end of the plug-in buckling restrained brace is fixed on the connector, described plug-in buckling-restrained The other end of support is fixed on second end plate, and buckling restrained brace is just arranged in the plug-in buckling restrained brace described in this way Outside, constitute two stage buckling restrained brace.
Specifically, the buckling restrained brace includes casing, filler and core plate and two core plate connectors, described Core plate is nested in described sleeve pipe, and the filler is arranged between described sleeve pipe and the core plate, the core plate connector weldering It connects and is equipped with non-cohesive material between the both ends of the core plate, the core plate and the filler.
Further, the core plate connector of one end of described sleeve pipe and described core plate one end is welded on described first On end plate, the other end of described sleeve pipe and second end plate are disengaged, and the core plate connector of the other end of the core plate is welded on On second end plate.
Specifically, the plug-in buckling restrained brace includes plug-in described in plug-in casing, plug-in filler and plug-in core plate Core plate is nested in the plug-in casing, and the length of the plug-in core plate is slightly longer than the length of the plug-in casing, described plug-in Filler is arranged between the plug-in casing and the plug-in core plate, sets between the plug-in core plate and the plug-in filler There is non-cohesive material, end plate is set at the both ends of the plug-in casing of the plug-in buckling restrained brace, it is described plug-in for sealing Two ports of casing.
Optionally, the plug-in core plate is arranged using variable cross-section, and the plug-in core plate is nested in the plug-in casing In a part of cross-sectional area it is smaller, a part of cross-sectional area that the plug-in core plate stretches out the plug-in casing is larger.
Preferably, 1.5 times of the lesser cross-sectional area are less than the biggish cross-sectional area.
Further, the connector includes connecting plate and several stiffening plates, and the connecting plate is fixed on described sleeve pipe On, and it is vertical with described sleeve pipe long axis direction, several location holes are set on the connecting plate, and the location hole is slotted hole;Institute The side that stiffening plate is fixed on the connecting plate is stated, for reinforcing the intensity of the connecting plate.
Further, several location holes are set on second end plate.
Further, described plug-in core plate one end is threadedly secured on second end plate by location hole, described plug-in The other end of core plate is threadedly secured on the connecting plate by location hole.
Optionally, one end of the plug-in core plate and the connector are welded to connect, the plug-in core plate other end It is welded to connect with second end plate.
Preferably, the stiffening plate is the vertical connecting plate setting, and the stiffening plate is welded on the company on one side On fishplate bar, adjacent one side is welded in described sleeve pipe.
Further, the filler and the plug-in filler are mortar.
Specifically, the plug-in buckling restrained brace is two, is oppositely arranged on the two sides of the buckling restrained brace.
Further, the material of the core plate and plug-in core plate be steel, the steel be LY100, LY160, LY225, One of Q235 and Q345.
Further, the cross section of described sleeve pipe is rectangle or circle, and the cross section of the plug-in casing is rectangle or circle Shape.
Further, plug-in buckling restrained brace is made of profile.
By adopting the above technical scheme, the novel buckling restrained brace stage by stage of one kind described in the utility model has and has as follows Beneficial effect:
1. the novel buckling restrained brace stage by stage of one kind described in the utility model, casing one end of buckling restrained brace with First end plate connection, the other end and the second end plate disengage, so that casing can make full use of casing as flexible connector Material increases the yield strength of structure.
2. the novel buckling restrained brace stage by stage of one kind described in the utility model, plug-in buckling restrained brace construction letter It is single, it is made of profile, even if the component as first stage surrender is damaged also readily replaceable, has saved cost, increased The service life of support is added.
3. the novel buckling restrained brace stage by stage of one kind described in the utility model, the plug-in core of plug-in buckling restrained brace Plate can be realized rapid processing, Fast Installation, quick-replaceable after shake using being screwed.
4. the novel buckling restrained brace stage by stage of one kind described in the utility model, structure is simple and clear, is simple to manufacture, can To realize lesser yield displacement and biggish two-stage rigidity, while double ranks surrender component enables to building structure on ground Deformation under shake is more uniform, increases practicability.
Detailed description of the invention
It, below will be to institute in embodiment or description of the prior art in order to illustrate more clearly of the technical solution of the utility model Attached drawing to be used is needed to be briefly described.It should be evident that the accompanying drawings in the following description is only some of the utility model Embodiment for those of ordinary skill in the art without creative efforts, can also be attached according to these Figure obtains other attached drawings.
The structural schematic diagram of the novel buckling restrained brace stage by stage of Fig. 1 one kind described in the utility model;
The position view of plug-in buckling restrained brace in Fig. 2 Fig. 1;
The cross section the A-A schematic cross-section of embodiment 1 in Fig. 3 Fig. 2;
The cross section the B-B schematic cross-section of embodiment 1 in Fig. 4 Fig. 2;
Second end plate slotted hole structural representation in the novel buckling restrained brace stage by stage of Fig. 5 one kind described in the utility model Figure;
In Fig. 6 embodiment 3 in plug-in buckling restrained brace the plug-in core plate of variable cross-section structural schematic diagram;
The disassembly process schematic diagram of plug-in buckling restrained brace in Fig. 7 embodiment 3;
The installation procedure schematic diagram of the novel buckling restrained brace stage by stage of one kind described in Fig. 8 embodiment 4.
Appended drawing reference in figure: 1- buckling restrained brace, 2- connector, the plug-in buckling restrained brace of 3-, 4- first end plate, 5- Second end plate, 11- casing, 12- filler, 13- core plate, 14- core plate connector, 21- connecting plate, 22- stiffening plate, 31- are plug-in Casing, the plug-in filler of 32-, the plug-in core plate of 33-.
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 in the premise for not making creative work Under every other embodiment obtained, fall within the protection scope of the utility model.
It should be noted that the specification and claims of the utility model and term " first " in above-mentioned attached drawing, " second " etc. is to be used to distinguish similar objects, without being used to describe a particular order or precedence order.It should be understood that in this way The data used are interchangeable under appropriate circumstances, so that the embodiments of the present invention described herein can be in addition at this In illustrate or description those of other than sequence implement.In addition, term " includes " and " having " and their any deformation, meaning Figure be to cover it is non-exclusive include, for example, containing the process, method of a series of steps or units, device, product or equipment Those of be not necessarily limited to be clearly listed step or unit, but may include be not clearly listed or for these processes, The intrinsic other step or units of method, product or equipment.
Embodiment 1
Present embodiments provide a kind of novel buckling restrained brace stage by stage, if including buckling restrained brace 1, connector 2, Dry plug-in buckling restrained brace 3, first end plate 4 and the second end plate 5;One end of the buckling restrained brace 1 is fixed on described In first end plate 4, the other end of the buckling restrained brace 1 is fixed on second end plate 5, and the connector 2 is fixed on The one end in the outside of the buckling restrained brace 1, the plug-in buckling restrained brace 3 is fixed on the connector 2, described outer The other end for hanging buckling restrained brace 3 is fixed on second end plate 5, and the plug-in buckling restrained brace described so is just arranged in The outside of buckling restrained brace constitutes two stage buckling restrained brace.
As shown in Figure 1, the buckling restrained brace 1 provided in this embodiment includes casing 11, filler 12,13 and of core plate Core plate connector 14, the core plate 13 are nested in described sleeve pipe 11, and the filler 12 setting is in described sleeve pipe 11 and described Between core plate 13, the core plate connector 14 is welded on the both ends of the core plate 13, the core plate 13 and the filler 12 it Between be equipped with non-cohesive material;The core plate connector 14 of 13 one end of one end of described sleeve pipe 11 and the core plate is welded on institute It states in first end plate 4, the other end of described sleeve pipe 11 and second end plate 5 disengage, the core plate of the other end of the core plate 13 Connector 14 is welded on second end plate 5, thus constitutes the main body of buckling restrained brace 1.
As shown in Fig. 2, plug-in buckling restrained brace 3 provided in this embodiment includes plug-in casing 31, plug-in filler 32 It is nested in the plug-in casing 31 with plug-in core material 33 described in plug-in core material 33, the length of the plug-in core material 33 is slightly longer than institute The length of plug-in casing 31 is stated, the plug-in filler 32 is arranged between the plug-in casing 31 and the plug-in core material 33, Non-cohesive material is equipped between the plug-in core material 33 and the plug-in filler 32.One end of the plug-in core material 33 with it is described Connector 2 is welded to connect, and plug-in 33 other end of core material and second end plate 5 are welded to connect, and the connector 2 includes connecting Fishplate bar 21 and several stiffening plates 22, the connecting plate 21 are fixed in described sleeve pipe 11, and with 11 long axis direction of described sleeve pipe Vertically;The stiffening plate 22 is fixed on the side of the connecting plate 21, described plug-in for reinforcing the intensity of the connecting plate 22 One end of core material 33 is welded on the connecting plate 21, and the plug-in buckling restrained brace 3 described in this way constitutes first stage surrender Component, lesser yield displacement may be implemented solve burst lesser earthquake intensity.
Specifically, the filler 12 and the plug-in filler 32 are mortar.
Specifically, the material of the core material 11 and plug-in core material 33 be steel, the steel be LY100, LY160, One of LY225, Q235 and Q345.
As shown in Figure 3 and Figure 4, the cross section of described sleeve pipe 11 is rectangle, and the cross section of the plug-in casing 31 is rectangle.
The novel buckling restrained brace stage by stage of one kind provided in this embodiment is dual-stage surrender cushioning members, is being assembled The surrender stage by stage for passing through metal into architectural engineering, may be implemented lesser yield displacement and biggish two-stage rigidity, Yield strength can be increased, while double ranks surrender component enables to deformation of the building structure under earthquake more uniform, guarantees The stability and safety of building structure.
Embodiment 2
The present embodiment and embodiment 1 the difference is that: the cross section of described sleeve pipe 11 be circle, the plug-in casing 31 cross section is circle, and cross section is that the buckling restrained brace of rectangle is not necessarily suitble to whole building yards, therefore this reality Applying example and providing cross section is circular design, the buckling restrained brace stage by stage described in some suitable place devices, The technical effect of acquirement is also almost the same.
Certainly on the basis of embodiment 1 and embodiment 2, it can also propose that the cross section of described sleeve pipe 11 is rectangle, institute State that the cross section of plug-in casing 31 is round and the cross section of described sleeve pipe 11 be circle, the plug-in casing 31 it is transversal Face is rectangle, and two kinds of embodiments, their certain specific technical solutions are also almost the same, is not just repeated one by one here.
Embodiment 3
As shown in fig. 6, plug-in core plate 33 provided in this embodiment is arranged using variable cross-section, the plug-in core plate 33 is nested with A part of cross-sectional area in the plug-in casing 31 is smaller, and the plug-in core plate stretches out a part of cross of the plug-in casing Area of section is larger;Preferably, 1.5 times of the lesser cross-sectional area are less than the biggish cross-sectional area. The connector 2 includes connecting plate 21 and several stiffening plates 22, and the connecting plate 21 is fixed in described sleeve pipe 11, and with institute It is vertical to state casing long axis direction, as shown in figure 5, several location holes are arranged on the connecting plate 21, the location hole is slotted hole; The stiffening plate 22 is fixed on the side of the connecting plate 21, for reinforcing the intensity of the connecting plate;On second end plate Several location holes are set.
Described 33 one end of plug-in core plate is threadedly secured on second end plate by location hole, the plug-in core plate it is another One end is threadedly secured on the connecting plate by location hole.
Plug-in core plate 33 provided in this embodiment is variable cross-section setting, wherein being nested with smaller transversal in outer hanging sleeve pipe 31 The plug-in core plate 33 in face can realize lesser yield displacement in small earthquake, guarantee the stability of building, and larger cross section Plug-in core plate 33 be mainly its effect for being connected and fixed, cross section is larger, can reinforce the strong of buckling restrained brace stage by stage Degree.And the set-up mode of slotted hole realizes rapid processing, Fast Installation, quick-replaceable after shake, as shown in fig. 7, slotted hole also makes It must install more convenient with loan at call, be taken out in the replacement of plug-in buckling restrained brace 3 with certain inclination angle, saved the time.
Embodiment 4
The novel buckling restrained brace stage by stage of one kind provided by embodiment 3, present embodiments provide it is described stage by stage The installation procedure of buckling restrained brace, as shown in Figure 8, the specific steps are as follows:
S1: 1 both ends of buckling restrained brace are separately fixed in the first end plate 4 and the second end plate 5;
S2: connector 2 is fixed in described sleeve pipe 11;
S3: plug-in 3 both ends of buckling restrained brace mounted in advance are connected on the second end plate 5 and connecting plate 21 and are determined On the hole of position;
S4: the plug-in buckling restrained brace is fixed on the second end plate 5 and connecting plate 21 by nut.
The installation procedure of buckling restrained brace stage by stage provided in this embodiment is provided for embodiment 3, embodiment 1 Similar with installation procedure provided in this embodiment with the installation procedure of embodiment 2, acquired technical effect is also almost the same, Here it does not just repeat one by one.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, for this field For technical staff, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and practical new without departing substantially from this In the case where the spirit or essential attributes of type, the utility model can be realized in other specific forms.Therefore, no matter from which From the point of view of point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by appended right It is required that rather than above description limit, it is intended that all changes that will be fallen within the meaning and scope of the equivalent elements of the claims Change is embraced therein.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art The other embodiments being understood that.

Claims (10)

1. a kind of novel buckling restrained brace stage by stage, which is characterized in that including buckling restrained brace (1), connector (2) if, Dry plug-in buckling restrained brace (3), first end plate (4) and the second end plate (5);One end of the buckling restrained brace (1) is solid It is scheduled on the first end plate (4), the other end of the buckling restrained brace (1) is fixed on second end plate (5), described Connector (2) is fixed on the outside of the buckling restrained brace (1), and one end of the plug-in buckling restrained brace (3) is fixed on On the connector (2), the other end of the plug-in buckling restrained brace (3) is fixed on second end plate (5).
2. the novel buckling restrained brace stage by stage of one kind according to claim 1, which is characterized in that the buckling-restrained branch Supportting (1) includes casing (11), filler (12), core plate (13) and core plate connector (14), and the core plate (13) is nested with described In casing (11), the filler (12) is arranged between described sleeve pipe (11) and the core plate (13), the core plate connector (14) both ends of the core plate (13) are welded on, non-cohesive material is equipped between the core plate (13) and the filler (12).
3. the novel buckling restrained brace stage by stage of one kind according to claim 2, which is characterized in that described sleeve pipe (11) The core plate connector (14) of one end and the core plate (13) one end is welded on the first end plate (4), described sleeve pipe (11) the other end and second end plate (5) disengages, and the core plate connector (14) of the other end of the core plate (13) is welded on On second end plate (5).
4. the novel buckling restrained brace stage by stage of one kind according to claim 2, which is characterized in that the plug-in buckling is about It includes that plug-in casing (31), plug-in filler (32) and plug-in core plate (33) the plug-in core plate (33) are nested with that bundle branch, which supports (3), In the plug-in casing (31), the length of the plug-in core plate (33) is slightly longer than the length of the plug-in casing (31), described outer It hangs filler (32) to be arranged between the plug-in casing (31) and the plug-in core plate (33), the plug-in core plate (33) and institute It states and is equipped with non-cohesive material between plug-in filler (32).
5. the novel buckling restrained brace stage by stage of one kind according to claim 4, which is characterized in that the connector (2) Including connecting plate (21) and several stiffening plates (22), the connecting plate (21) is fixed on described sleeve pipe (11), and with it is described Casing (11) long axis direction is vertical, and several location holes are arranged on the connecting plate (21), and the location hole is slotted hole;It is described to add Strong plate (22) is fixed on the side of the connecting plate (21), for reinforcing the intensity of the connecting plate (21).
6. the novel buckling restrained brace stage by stage of one kind according to claim 1, which is characterized in that second end plate (5) several location holes are set on.
7. the novel buckling restrained brace stage by stage of one kind according to claim 5, which is characterized in that the plug-in core plate (33) one end is threadedly secured on second end plate (5) by location hole, and it is fixed that the other end of the plug-in core plate (33) passes through Position hole is threadedly secured on the connecting plate (21).
8. the novel buckling restrained brace stage by stage of one kind according to claim 4, which is characterized in that the filler (12) It is mortar with the plug-in filler (32).
9. the novel buckling restrained brace stage by stage of one kind according to claim 4, which is characterized in that the core plate (13) and The material of plug-in core plate (33) is steel.
10. the novel buckling restrained brace stage by stage of one kind according to claim 4, which is characterized in that described sleeve pipe (11) Cross section be rectangle or circle, the cross section of the plug-in casing (31) is rectangle or circle.
CN201821818229.6U 2018-11-06 2018-11-06 A kind of novel buckling restrained brace stage by stage Active CN209277320U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821818229.6U CN209277320U (en) 2018-11-06 2018-11-06 A kind of novel buckling restrained brace stage by stage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821818229.6U CN209277320U (en) 2018-11-06 2018-11-06 A kind of novel buckling restrained brace stage by stage

Publications (1)

Publication Number Publication Date
CN209277320U true CN209277320U (en) 2019-08-20

Family

ID=67600436

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821818229.6U Active CN209277320U (en) 2018-11-06 2018-11-06 A kind of novel buckling restrained brace stage by stage

Country Status (1)

Country Link
CN (1) CN209277320U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109356299A (en) * 2018-11-06 2019-02-19 江苏蓝科减震科技有限公司 A kind of novel buckling restrained brace stage by stage

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109356299A (en) * 2018-11-06 2019-02-19 江苏蓝科减震科技有限公司 A kind of novel buckling restrained brace stage by stage

Similar Documents

Publication Publication Date Title
CN107386481B (en) Transformer substation's structural rigidity reinforcing means
CN103774861B (en) A kind of reinforcement means of grid structure bar
CN113175117A (en) Truss type replaceable energy dissipation connecting beam with buckling restrained brace
CN109356299A (en) A kind of novel buckling restrained brace stage by stage
CN110295780A (en) A kind of dual pipe restricted type Self-reset anti-flexure support device of multistage surrender
CN205295918U (en) Purlin piece is assembled to multipurpose standard
CN209277320U (en) A kind of novel buckling restrained brace stage by stage
CN110670937B (en) Interval reinforcing device and method for service power transmission tower
CN210264022U (en) Outer sleeve frame for reinforcing and reforming old industrial building structure
CN108755953B (en) Self-resetting outrigger truss based on viscoelastic energy consumption
CN110565859A (en) Energy dissipation and vibration reduction brace rod and chord support combined floor supported by same
CN104358328B (en) All-steel four-steel pipe multistage mountable overlong buckling-restrained brace
CN105544378A (en) Light assembly type buckling restrained brace for slab core materials with open holes
CN203168634U (en) Exhibition truss
CN102635175A (en) Multipurpose structural seismic resistance energy consumption connecting piece
CN106286495A (en) A kind of truss butt joint and docking calculation thereof
CN104234189B (en) A kind of four tubular truss structures of prefabricated house
CN211007136U (en) Energy dissipation and vibration reduction brace rod and chord support combined floor supported by same
CN201321681Y (en) High-strength steel structure bracket and steel structure beam column frame
CN205046463U (en) But shake and decrease quick prosthetic box steel bridge mound of normal position
CN209975348U (en) Shock attenuation rigid frame bridge pier that contains bucking restraint and support
CN109245693B (en) Solar cell device and solar water pump
CN105297891A (en) Flexing constraint support and concrete beam-column T-shaped steel anchoring and connecting node
CN209585772U (en) A kind of hydraulic damper for extra-high voltage electric transmission and transformation framework and the extra-high voltage electric transmission and transformation framework containing the hydraulic damper
CN205153120U (en) Buckling restrained brace and concrete beam column T shaped steel anchor connected node

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant