CN202164729U - Knee brace structure between beams of different heights - Google Patents

Knee brace structure between beams of different heights Download PDF

Info

Publication number
CN202164729U
CN202164729U CN 201120240394 CN201120240394U CN202164729U CN 202164729 U CN202164729 U CN 202164729U CN 201120240394 CN201120240394 CN 201120240394 CN 201120240394 U CN201120240394 U CN 201120240394U CN 202164729 U CN202164729 U CN 202164729U
Authority
CN
China
Prior art keywords
gusset plate
beams
knee brace
different heights
bending
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.)
Expired - Lifetime
Application number
CN 201120240394
Other languages
Chinese (zh)
Inventor
周健
张建
张战书
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.)
Kunming Engineering & Research Institute Of Nonferrous Metallurgy Co Ltd
Original Assignee
Kunming Engineering & Research Institute Of Nonferrous Metallurgy 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 Kunming Engineering & Research Institute Of Nonferrous Metallurgy Co Ltd filed Critical Kunming Engineering & Research Institute Of Nonferrous Metallurgy Co Ltd
Priority to CN 201120240394 priority Critical patent/CN202164729U/en
Application granted granted Critical
Publication of CN202164729U publication Critical patent/CN202164729U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model provides a knee brace structure between beams of different heights, comprising a frame pole, a frame beam flange connected with the frame pole, node plates on the two ends of the frame pole respectively connected with a knee brace between the frame beam flanges, characterized in that: the node plate is set as the bending node plate and a vertical reinforcing rib is arranged on the bending node plate. The specific force-transfer connection structure is formed, the structure is simple, the construction is convenient and in addition, the reinforcing rib is arranged on the node plate, furthermore the structure intensity and the stability are reinforced.

Description

A kind of angle brace structure that does not wait between the high beam
Technical field
The utility model relates to a kind of angle brace joint construction, and particularly a kind of angle brace joint construction that does not wait between the high beam belongs to the design of building structures technical field.
Background technology
Continuous development along with science and technology; Steel frame construction begins to use in a large number at building field; Because steel work has stronger stretch-proof and anti-translation capability; Therefore only need an a spot of masonry concrete just can reach the advantage of reinforced concrete building in the past, not only saved time but also material-saving, greatly practiced thrift building costs.When building construction steel structure, run into the problem that does not wait high two or more beams through regular meeting, for lateral support is carried out on the edge of a wing of not waiting two high beams, can satisfy the difference in height when supporting after must supporting member being bent.But this structure has but been brought member power transmission ability, and construction quality can't be guaranteed, and the comparatively problem such as difficulty of constructing.Therefore be necessary prior art is improved.
Summary of the invention
For solving in the existing building steel work to not waiting lateral support between high two or more beams; Because of adopting the bending member power transmission ability that member brought; Construction quality can't guarantee; The comparatively problem such as difficulty of constructing, the utility model provides a kind of angle brace joint construction that does not wait between the high beam.
The utility model is accomplished through following technical proposal: a kind of angle brace joint construction that does not wait between the high beam; Comprise frame column; The Vierendeel girder edge of a wing that links to each other with frame column, the gusset plate through its two ends is connected to the angle brace between the Vierendeel girder edge of a wing, it is characterized in that gusset plate is made as the bending gusset plate; And on the bending gusset plate, vertical stiffeners is set, to constitute the clear and definite joint construction of power transmission.
Said vertical stiffeners is provided with two at least at gusset plate, so that strengthen the strength and stiffness of connection as required.
The utlity model has advantage and effect: adopt such scheme, not only constituted the clear and definite joint construction of power transmission, and also simple in structure, easy construction in addition, through stiffening rib is set, has further strengthened structural strength and stability on gusset plate.
Description of drawings
Fig. 1 is the vertical view of the utility model:
Fig. 2 is the lateral view of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be further described.
The utility model provides does not wait high beam angle brace joint construction; Comprise frame column 1; The two Vierendeel girder edges of a wing 2 that link to each other with frame column 1; Gusset plate 4,5 through its two ends is connected to the angle brace 3 between the Vierendeel girder edge of a wing 2, and gusset plate 4,5 is made as the bending gusset plate, and on bending gusset plate 4,5, two vertical stiffening ribs 6 is set respectively.

Claims (2)

1. one kind is not waited the angle brace joint construction between the high beam; Comprise frame column; The Vierendeel girder edge of a wing that links to each other with frame column; Gusset plate through its two ends is connected to the angle brace between the Vierendeel girder edge of a wing, it is characterized in that gusset plate is made as the bending gusset plate, and on the bending gusset plate, vertical stiffeners is set.
2. the angle brace joint construction that does not wait between the high beam according to claim 1 is characterized in that said vertical stiffeners is provided with two at least at gusset plate.
CN 201120240394 2011-07-08 2011-07-08 Knee brace structure between beams of different heights Expired - Lifetime CN202164729U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120240394 CN202164729U (en) 2011-07-08 2011-07-08 Knee brace structure between beams of different heights

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120240394 CN202164729U (en) 2011-07-08 2011-07-08 Knee brace structure between beams of different heights

Publications (1)

Publication Number Publication Date
CN202164729U true CN202164729U (en) 2012-03-14

Family

ID=45800567

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120240394 Expired - Lifetime CN202164729U (en) 2011-07-08 2011-07-08 Knee brace structure between beams of different heights

Country Status (1)

Country Link
CN (1) CN202164729U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102409757A (en) * 2011-08-10 2012-04-11 沈阳建筑大学 Anti-seismic structure of energy-consumption angle brace
CN108756409A (en) * 2018-05-28 2018-11-06 昆明理工大学 A kind of anti-seismic structure improving reinforced concrete frame endurance and stiffness and energy consumption

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102409757A (en) * 2011-08-10 2012-04-11 沈阳建筑大学 Anti-seismic structure of energy-consumption angle brace
CN102409757B (en) * 2011-08-10 2013-09-18 沈阳建筑大学 Anti-seismic structure of energy-consumption angle brace
CN108756409A (en) * 2018-05-28 2018-11-06 昆明理工大学 A kind of anti-seismic structure improving reinforced concrete frame endurance and stiffness and energy consumption

Similar Documents

Publication Publication Date Title
CN201713963U (en) Replaceable connecting beam
CN204059752U (en) A kind of heavier-duty Ripple Sternum
CN205224288U (en) Connection node of reinforced concrete superposed beam and steel pipe column
CN202164729U (en) Knee brace structure between beams of different heights
CN201991226U (en) Flange template support structure
CN214696793U (en) Climb and shelve superelevation and spring layer extension and adhere to support
CN202280158U (en) Node for connecting square steel tubular column, H-shaped steel beam and L-shaped ribbed plate
CN206397065U (en) A kind of computing device of cigarette air channel reinforcing rib
CN105715067A (en) H-shaped steel-support welding reinforcing device and installing method thereof
CN202913338U (en) Steel truss full-welded truss piece
CN104294752A (en) Hollow slab bridge structure with end floor beams and construction method thereof
CN103741857B (en) U-shaped girder steel and steel bar truss floor support plate floor system
CN202899639U (en) Concrete column structure
CN204212273U (en) A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node
CN204875479U (en) Steel case roof beam U rib welded structure
CN205153121U (en) Buckling restrained brace and concrete beam column angle steel anchor connected node
CN203890879U (en) Steel and concrete combination bridge and culvert deck
CN202627190U (en) Steel structure beam support
CN202913716U (en) Temporary support structure for truss integral lifting
CN205976216U (en) A steel structrual concrete supporting beam
CN202321919U (en) Metallic framework structure of escalator
CN202767518U (en) Single space truss for supporting concrete shear wall moldboard and assembling structure
CN206846097U (en) A kind of Men Gangyu frameworks separately-loaded pipeline support structure
CN205604259U (en) A combination shaped steel supporting beam of truss -like
CN203716373U (en) U-shaped steel girder-rebar truss floor support plate building surface system

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term

Granted publication date: 20120314

CX01 Expiry of patent term