CN206352343U - A kind of component damage controlled based on appropriate flexing controls fuse unit - Google Patents

A kind of component damage controlled based on appropriate flexing controls fuse unit Download PDF

Info

Publication number
CN206352343U
CN206352343U CN201621482298.5U CN201621482298U CN206352343U CN 206352343 U CN206352343 U CN 206352343U CN 201621482298 U CN201621482298 U CN 201621482298U CN 206352343 U CN206352343 U CN 206352343U
Authority
CN
China
Prior art keywords
fuse
bent
flexing
constraint
controlled based
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
CN201621482298.5U
Other languages
Chinese (zh)
Inventor
林旭川
胡阳阳
牟犇
白涌滔
王涛
张令心
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.)
Institute of Engineering Mechanics China Earthquake Administration
Original Assignee
Institute of Engineering Mechanics China Earthquake Administration
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 Institute of Engineering Mechanics China Earthquake Administration filed Critical Institute of Engineering Mechanics China Earthquake Administration
Priority to CN201621482298.5U priority Critical patent/CN206352343U/en
Application granted granted Critical
Publication of CN206352343U publication Critical patent/CN206352343U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model is related to a kind of component damage controlled based on appropriate flexing and controls fuse unit, it is a kind of it is based on appropriate flexing control principle, surrendered using metal material effect protect building structure main component not damage, shake after the Damage Coutrol fuse unit that can quickly be replaced.The utility model is the important improvement to common edge of a wing power consumption fuse; not only there is the beneficial effect such as replaceable after the easy for installation, simple and reliable of common edge of a wing power consumption fuse, protection bean column node, shake; can be with the flexing degree of moderate control fuse; node is obtained more stable bearing capacity after fuse flexing, and further improve the energy dissipation capacity of node.

Description

A kind of component damage controlled based on appropriate flexing controls fuse unit
Technical field
The utility model belongs to Construction Anti-earthquake technical field, is related to a kind of based on appropriate flexing control principle, profit The Damage Coutrol fuse unit that can be quickly changed after the shake of power consumption protection building structure is surrendered with metal material.
Background technology
Beam-ends arrangement Damage Coutrol fuse connecting plate steel-structure beam-column node be it is a kind of it is new, based on Damage Coutrol Principle, can effectively improve structure shake after fast restoration capabilities steel structure frame bean column node attachment means.Typically make Steel frame beam column joint with Damage Coutrol fuse is such:1)Vierendeel girder is being interrupted and used close to the end on the post edge of a wing Fuse connecting plate and web connecting plate link together;2)Fuse connecting plate uses high-strength friction-type bolt in beam truncated position Linked together with flange of beam;3)In design, the cross-sectional strength of the fuse connecting plate of beam truncated position is cut less than script flange of beam The intensity in face, by the earthquake more than fortification intensity constantly, Damage Coutrol fuse connecting plate flange of beam surrender before surrender And occur local buckling and protect flange of beam not produce damage;4)The fuse connecting plate damaged can be quick to it after shake Non-destructive tests and replacing are carried out, structure is used function by quick-recovery soon after shake;5)Between web connecting plate and web Using being bolted together and opening slotted hole, shearing is only undertaken.This new steel structure beam column section is used according to design object The structure of point can effectively improve after its shake can quick repair ability, reduction repair time simultaneously reduces rehabilitation cost.But pass through Experimental study shows that the bean column node of this kind of use Damage Coutrol fuse can be very fast after flexing occurs for fuse connecting plate The obvious strength degradation of generation, node bearing capacity after impaired is decreased obviously, and which has limited the application of this kind of novel joint.
Utility model content
The utility model is intended to overcome the problems of above-mentioned traditional Damage Coutrol fuse unit, proposes a kind of Component damage control fuse unit based on appropriate flexing control principle.
A kind of component damage controlled based on appropriate flexing controls fuse unit, is controlled by fuse connecting plate and flexing Installed between a kind of bean column node Damage Coutrol device that device is constituted, including two pieces of beam flange plates, two pieces of beam flange plates Have and web is installed on web, the web, wherein power consumption fuse in the edge of a wing is installed on every piece of beam flange plate, it is described Flexing control device bends constraint cover plate and song constraint bolt in the wrong including song, and bent bend constrains cover plate and bent constraint bolt of bending by guarantor The weakening section of dangerous silk connecting plate is clamped in centre.
Weaken the form of section in the middle part of the edge of a wing power consumption fuse to open slotted hole, the length and width of slotted hole is based on protecting Dangerous silk design is determined.
Bent bend is provided with circular hole on constraint cover plate, and by song bends constraint bolt song is bent into the power consumption of the constraint cover plate edge of a wing and protect Dangerous silk is fixed.
It is described it is bent bend constraint bolt only provide by it is bent bend constraint cover plate and edge of a wing power consumption fuse constraint together with pretension Power, is not exclusively tightened.
It is provided with horizontal slotted hole on the web connecting plate and the perforate of web correspondence position is circular hole.
The utility model be to the edge of a wing consume energy fuse improvement, not only with the edge of a wing consume energy fuse it is easy for installation, It is simple and reliable, bean column node, dissipation seismic energy can be effectively protected, with beneficial effects such as convertibilitys;It may be used also simultaneously Effectively to control the flexing degree of fuse, node is set to improve section while obtaining more stable bearing capacity after fuse flexing The energy dissipation capacity of point.
Brief description of the drawings
Fig. 1 is the scheme of installation of the utility model embodiment one;
Fig. 2, Fig. 3 are the sectional views of the utility model embodiment one;
Fig. 4 is the web connecting plate schematic diagram of the utility model embodiment one;
The edge of a wing power consumption fuse schematic diagram of Fig. 5 the utility model embodiment one;
Fig. 6 is the scheme of installation of the utility model embodiment two.
1. beam flange plate in figure, 2. webs, 3. edges of a wing power consumption fuse, 4. bent bend constrain cover plate, and 5. songs bend constraint spiral shell Bolt, 6. web connecting plates, 7. frictional high-strength bolts, the 8. post edges of a wing, 9. column webs, 10. node ribbed stiffeners, 11. shear studs, 12. concrete floor.
Embodiment
To make the purpose of this utility model, technical scheme and advantage clearer, below technical side in the utility model Case is clearly and completely described, it is clear that described embodiment is a part of embodiment of the utility model, rather than all Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making creative work premise Lower obtained every other embodiment, belongs to the scope of the utility model protection.
Embodiment 1
Fig. 1 is the scheme of installation of the present embodiment.The present embodiment is by beam flange plate 1, web 2, edge of a wing power consumption insurance Silk 3, bent to bend constraint cover plate 4, song, which is bent, constrains bolt 5, web connecting plate 6, frictional high-strength bolts 7, the post edge of a wing 8, column web 9, Node ribbed stiffener 10 is constituted.During assembling, adjustment node beam and intermediate beam to installation site, web connecting plate 6 are arranged on web 2 Both sides, are connected using frictional high-strength bolts 7, frictional high-strength bolts 7 is located at the centre bit of the slotted hole of web connecting plate 6 Put, web connecting plate 6 is only used for shearing in transfer beams, and the slotted hole on web connecting plate 6 ensures that beam has certain rotation energy Power.Edge of a wing power consumption fuse 3 is connected by bolt with beam flange plate 1, and the position of edge of a wing power consumption connecting plate 3 is adjusted during installation, with The pre-drilled cavity of beam flange plate 1 is matched, and is connected using frictional high-strength bolts 7;Song bends constraint bolt 5 through edge of a wing power consumption fuse 3 The slotted hole at middle part and the bent circular hole bent on constraint cover plate 4, by the two constraint together.
Fig. 2 is the a-a sectional views of the present embodiment, and the edge of a wing power consumption fuse 3 on the outside of flange of beam is placed side by side, passes through Frictional high-strength bolts are connected with beam flange plate 1.
Fig. 3 is the b-b sectional drawings of the present embodiment, and song is bent and circular hole is provided with constraint cover plate 4, and bends constraint bolt 5 by song Song is bent into constraint cover plate 4 and Damage Coutrol fuse 3 is constrained together.
Fig. 4 is the schematic diagram of the present embodiment edge of a wing power consumption fuse.Can by adjusting weakening cross section-wise and steel plate thickness To realize varying strength and stiffness combine.
Fig. 5 is the schematic diagram of the present embodiment web connecting plate.Different distortion energy can be met by adjusting oval hole length Power demand.
The present embodiment is applied to non-floor connecting node, such as industrial premises.After earthquake, edge of a wing power consumption fuse 3 can Remove, replace one by one, structure still keeps higher bearing capacity in replacement process;Web connecting plate 6 will not typically have damage, nothing Need to change.
Embodiment 2
Fig. 6 is the scheme of installation of the present embodiment.On the basis of embodiment 1, concrete floor 11 is added.Concrete Floor 11 ensures the collaborative work of the two by the way of cast in situs by shear stud 12.
The present embodiment is applied to have floor connecting node, such as house.After earthquake, due to cast-in-place concrete floor 11 Protection, side wing edge power consumption fuse 3 is general to be not exposed to damage, it is only necessary to replace beam bottom power consumption fuse.
The utility model solves the operation principle that its technical problem is used:
The utility model is arranged at the bean column node annex of steel-frame structure, and component damage control fuse uses ordinary steel Or Low Yield Point Steel processing and fabricating, with preferable ductility.The principle of Damage Coutrol is as follows:(1)When building is by more than expection Earthquake when, the utility model is surrendered in main body frame first, prevent associated components internal force rapid growth, make body frame Frame keeps elastic stage, and provides certain energy dissipation capacity.(2)The increase being plastically deformed with fuse, flange of beam compression-side Beam section bearing capacity where flexing, fuse occur for Damage Coutrol fuse reaches peak value, and the bearing capacity is just below component hair Internal force needed for raw damage.(3)Increase with the continuation of the deformation of member, rear bearing capacity is bent in song with general Damage Coutrol fuse Rapid reduction is different, and section bearing capacity where can maintaining fuse based on the bent fuse for bending control of appropriateness is basicly stable, favorably In raising Structural Energy Dissipation ability and control structure deformation.(4)The bent principle in the wrong of appropriateness of the present utility model is embodied in, and works as Damage Coutrol When fuse flexing is reached to a certain degree, song bends constraint cover plate and bent constraint bolt of bending enters working condition, and limitation fuse is bent The excessive development of song deformation, makes Damage Coutrol fuse obtain bearing capacity after stable song is bent.(5)After earthquake terminates, not in In the case of the use of disconnected building, quickly impaired Damage Coutrol fuse can be changed one by one.
Finally it should be noted that:Above example is only to illustrate the technical solution of the utility model, rather than its limitations; Although the utility model is described in detail with reference to the foregoing embodiments, it will be understood by those within the art that: It can still modify to the technical scheme described in foregoing embodiments, or which part technical characteristic is carried out etc. With replacement;And these modifications or replacement, the essence of appropriate technical solution is departed from each embodiment technology of the utility model The spirit and scope of scheme.

Claims (5)

1. a kind of component damage controlled based on appropriate flexing controls fuse unit, filled by fuse connecting plate and flexing control Put a kind of bean column node Damage Coutrol device of composition, it is characterised in that:Including two pieces of beam flange plates(1), two pieces of beam wings Listrium(1)Between web is installed(2), the web(2)On web connecting plate is installed(6), wherein every piece of flange of beam Plate(1)On be provided with the edge of a wing power consumption fuse(3), the flexing control device include out of plane constraint cover plate(4)Constraint is bent with song Bolt(5), the bent constraint cover plate in the wrong(4)Constraint bolt is bent with song(5)The weakening section of fuse connecting plate is clamped in centre.
2. a kind of component damage controlled based on appropriate flexing according to claim 1 controls fuse unit, its feature It is, consume energy fuse on the edge of a wing(3)Middle part weakens the form of section to open slotted hole, and the length and width of slotted hole is by insuring Silk design is determined.
3. a kind of component damage controlled based on appropriate flexing according to claim 1 controls fuse unit, its feature It is, bent bend constrains cover plate(4)On be provided with circular hole, and pass through and bent bend constraint bolt(5)Song is bent into constraint cover plate(4)The wing Edge power consumption fuse(3)It is fixed.
4. a kind of component damage controlled based on appropriate flexing according to claim 1 controls fuse unit, its feature It is, bent bend constrains bolt(5)Only provide and song is bent into constraint cover plate(4)With edge of a wing power consumption fuse(3)Constraint is together Pretightning force, not exclusively tighten.
5. a kind of component damage controlled based on appropriate flexing according to claim 1 controls fuse unit, its feature It is, the web connecting plate(6)On be provided with horizontal slotted hole and web(2)Correspondence position perforate is circular hole.
CN201621482298.5U 2016-12-30 2016-12-30 A kind of component damage controlled based on appropriate flexing controls fuse unit Active CN206352343U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621482298.5U CN206352343U (en) 2016-12-30 2016-12-30 A kind of component damage controlled based on appropriate flexing controls fuse unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621482298.5U CN206352343U (en) 2016-12-30 2016-12-30 A kind of component damage controlled based on appropriate flexing controls fuse unit

Publications (1)

Publication Number Publication Date
CN206352343U true CN206352343U (en) 2017-07-25

Family

ID=59348976

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621482298.5U Active CN206352343U (en) 2016-12-30 2016-12-30 A kind of component damage controlled based on appropriate flexing controls fuse unit

Country Status (1)

Country Link
CN (1) CN206352343U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639026A (en) * 2016-12-30 2017-05-10 中国地震局工程力学研究所 Component damage control fuse block based on moderate buckling control

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639026A (en) * 2016-12-30 2017-05-10 中国地震局工程力学研究所 Component damage control fuse block based on moderate buckling control

Similar Documents

Publication Publication Date Title
CN106930593B (en) Bamboo(Wood)Frame structure beam column assembled energy dissipation node
CN106400954B (en) A kind of girder steel-Frame Joints of Concrete-Filled Steel Tube based on Damage Coutrol theory
CN105569204B (en) A kind of replaceable bean column node seismic Damage control device
CN102359180B (en) Truss combined beam and upper and layer connected light steel structure and construction method thereof
CN105839776B (en) Buckling-restrained formula beam-column end plate connecting node and steel building
CN106049671B (en) Replaceable assembled steel frame and steel plate shear wall structure after one kind shake
CN105625585B (en) Buckling-restrained steel structure girder column connected node and steel building
CN205637130U (en) Bucking restraint formula girder steel styletable board connected node and steel construction building
CN102363978B (en) Hole-expanding type steel structure beam column node in short T-shaped steel connection and connection method of hole-expanding type steel structure beam column node
CN105672476B (en) A kind of marmem is combined the beam column of steel structure splicing node of edge of a wing friction
CN202347664U (en) High-ductility steel structure beam column node connected through angle iron
CN107190874B (en) A kind of replaceable reaming bolt connecting-type energy dissipating beam section and its construction method in Y shape eccentrically braces structure
CN102444211A (en) Reamed steel structure beam-column joint connected via end plate and construction method for same
CN103088917B (en) There is after a kind of shake the novel prefabricated prestress steel frame structure system of Self-resetting function
CN205917903U (en) Removable beam column node earthquake damage controlling means
CN112696074B (en) Self-resetting steel structure beam column node capable of consuming energy in stages
CN105064503A (en) Steel tube and core tube mixed structure
CN109680819A (en) A kind of Self-resetting node suitable for modular architectural
CN104863267B (en) Beam-column reinforced node with variable-thickness flange at beam end
CN218541647U (en) Frame structure with anti-seismic reinforcing device
CN108049690A (en) A kind of new shearing steel truss coupling beam for assembling replacement
CN206352343U (en) A kind of component damage controlled based on appropriate flexing controls fuse unit
CN107476631A (en) Curved scissors separates control type assembling-type metal damper
CN209040330U (en) A kind of restricted type mild steel damper
CN106639026A (en) Component damage control fuse block based on moderate buckling control

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant