CN202644839U - Corrugated web H-section steel - Google Patents

Corrugated web H-section steel Download PDF

Info

Publication number
CN202644839U
CN202644839U CN 201220282303 CN201220282303U CN202644839U CN 202644839 U CN202644839 U CN 202644839U CN 201220282303 CN201220282303 CN 201220282303 CN 201220282303 U CN201220282303 U CN 201220282303U CN 202644839 U CN202644839 U CN 202644839U
Authority
CN
China
Prior art keywords
steel
web
corrugated
length direction
balsh
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 - Fee Related
Application number
CN 201220282303
Other languages
Chinese (zh)
Inventor
吴顺红
王少重
张军
黄胜
魏巍
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.)
Hubei Hongshun Steel Structure Manufacturing Co., Ltd.
Original Assignee
HUBEI HONGYI STEEL CONSTRUCTION ENGINEERING 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 HUBEI HONGYI STEEL CONSTRUCTION ENGINEERING Co Ltd filed Critical HUBEI HONGYI STEEL CONSTRUCTION ENGINEERING Co Ltd
Priority to CN 201220282303 priority Critical patent/CN202644839U/en
Application granted granted Critical
Publication of CN202644839U publication Critical patent/CN202644839U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model belongs to the field of building sectional materials and provides corrugated web H-section steel which is formed by upper flange steel, lower flange steel and a steel web. The corrugated web H-section steel is characterized in that the steel web is a corrugated steel plate and is perpendicularly and fixedly connected between the upper flange steel and the lower flange steel; the corrugated steel web is in a continuous corrugated shape along the length direction, and a perpendicular central line in the length direction of the corrugated steel web is coincided with a central line of the upper flange steel and the lower flange steel in the length direction; and compared with traditional H-section steel, the corrugated steel web enables the mechanics comprehensive performance of the H-section steel to be improved greatly, not only solves a problem that the unstability of a component of the traditional H-section steel is easy to cause due to partial unstability of a plane web, but also saves steel consumption and reduces construction amount of work.

Description

Corrugated web H shaped steel
Technical field
The utility model corrugated web H shaped steel belongs to the steel profile field.
Background technology
H shaped steel comparatively is widely used among aviation, boats and ships and the civilian construction.Traditional H shape steel web is the fore-and-aft plane steel plate, its local stability is poor, therefore longitudinal stiffener need to be set usually to strengthen the local stability of steel web, so, not only increase the consumption of steel, and increased a series of technological process and the processing costs such as welding.For this reason, need development of new steel web.
The utility model content
The purpose of this utility model provides a kind of corrugated web H shaped steel, can not only promote web H shaped steel stability, and reduces steel consumption, simplifies construction operation, saving of work and time than classic flat-plate web H shaped steel.
The utility model purpose realizes by following technical scheme:
The utility model corrugated web H shaped steel, formed by upper limb balsh, bottom wing balsh and steel web, characteristics are that the steel web is corrugated sheet steel, vertically be fixed between the steel of the upper and lower edge of a wing, this wave mode steel web is continuous wave along its length, the vertical center line of its length direction and upper limb balsh and bottom wing balsh are in the central lines of length direction.
Above-mentioned Wavelike steel webplate is continuous broken line corrugated sheet steel.
Above-mentioned Wavelike steel webplate is the full curve corrugated sheet steel.
This Wavelike steel webplate makes H shaped steel and traditional H shaped steel relatively, and its mechanical property has largely and improves, and has not only overcome traditional H shaped steel product easily because planar webs local buckling causes component failure, and can save rolled steel dosage, reduces the construction working amount.
Description of drawings
Fig. 1 is the utility model broken line Wavelike steel webplate H shaped steel schematic diagram
Fig. 2 is the utility model broken line Wavelike steel webplate vertical section schematic diagram
Fig. 3 is the utility model curve waveform steel web vertical section schematic diagram
Specific embodiments
How now illustrate by reference to the accompanying drawings the utility model implements
Upper limb balsh 1, the bottom wing balsh 3 of the utility model Wavelike steel webplate H shaped steel be arranged in parallel, Wavelike steel webplate 2 is welded between upper limb balsh 1 and the bottom wing balsh 3, Wavelike steel webplate 2 is to be along its length the steel plate of continuous wave, and upper limb balsh 1 and bottom wing balsh 3 overlap at the vertical center line 2z of length direction at center line 1z and the corrugated web 2 of length direction.
Example 1, broken line Wavelike steel webplate H shaped steel are shown in 1.
Example 2, broken line Wavelike steel webplate are as shown in Figure 2.
Example 3, curve waveform steel web are as shown in Figure 3.

Claims (3)

1. corrugated web H shaped steel, formed by upper limb balsh, bottom wing balsh and steel web, it is characterized in that the steel web is corrugated sheet steel, vertically be fixed between the steel of the upper and lower edge of a wing, this wave mode steel web is continuous wave along its length, the vertical center line of its length direction and upper limb balsh and bottom wing balsh are in the central lines of length direction.
2. corrugated web H shaped steel according to claim 1 is characterized in that Wavelike steel webplate is continuous broken line corrugated sheet steel
3. corrugated web H shaped steel according to claim 1 is characterized in that Wavelike steel webplate is the full curve corrugated sheet steel.
CN 201220282303 2012-06-15 2012-06-15 Corrugated web H-section steel Expired - Fee Related CN202644839U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220282303 CN202644839U (en) 2012-06-15 2012-06-15 Corrugated web H-section steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220282303 CN202644839U (en) 2012-06-15 2012-06-15 Corrugated web H-section steel

Publications (1)

Publication Number Publication Date
CN202644839U true CN202644839U (en) 2013-01-02

Family

ID=47413963

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220282303 Expired - Fee Related CN202644839U (en) 2012-06-15 2012-06-15 Corrugated web H-section steel

Country Status (1)

Country Link
CN (1) CN202644839U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111021588A (en) * 2019-12-29 2020-04-17 北京工业大学 Double-deck steel sheet shear force wall of corrugated web I-shaped steel member drawknot
CN111021590A (en) * 2019-12-29 2020-04-17 北京工业大学 Corrugated web I-shaped steel drawknot double-layer steel plate composite wall
CN111101624A (en) * 2019-12-29 2020-05-05 北京工业大学 Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode
CN111648513A (en) * 2020-05-19 2020-09-11 中建七局(上海)有限公司 Corrugated steel web honeycomb beam floor bearing plate and manufacturing method and using method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111021588A (en) * 2019-12-29 2020-04-17 北京工业大学 Double-deck steel sheet shear force wall of corrugated web I-shaped steel member drawknot
CN111021590A (en) * 2019-12-29 2020-04-17 北京工业大学 Corrugated web I-shaped steel drawknot double-layer steel plate composite wall
CN111101624A (en) * 2019-12-29 2020-05-05 北京工业大学 Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode
CN111101624B (en) * 2019-12-29 2021-02-05 北京工业大学 Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode
CN111021588B (en) * 2019-12-29 2021-07-30 北京工业大学 Double-deck steel sheet shear force wall of corrugated web I-shaped steel member drawknot
CN111021590B (en) * 2019-12-29 2021-09-10 北京工业大学 Corrugated web I-shaped steel drawknot double-layer steel plate composite wall
CN111648513A (en) * 2020-05-19 2020-09-11 中建七局(上海)有限公司 Corrugated steel web honeycomb beam floor bearing plate and manufacturing method and using method thereof

Similar Documents

Publication Publication Date Title
CN202644839U (en) Corrugated web H-section steel
CN201772251U (en) Novel corrugation web H-shaped steel
CN201040897Y (en) Special type flexion-resistant web H section steel
CN202644840U (en) Corrugated web steel box girder
CN203487702U (en) C-shaped steel-concrete combined pressed wing edge and corrugated web plate combined box girder
CN205820712U (en) A kind of Main Box Beam in Bridge Crane structure
CN202323275U (en) Frame for flat knitting machine
CN103437501A (en) C-type steel-concrete combined corrugated web composite beam with H-shaped cross section
CN201561262U (en) Special folded web plate H-shaped steel
CN203487701U (en) C-shaped steel-concrete combined corrugated web plate H-shaped section combined girder
CN201901968U (en) Roof knee-bracing connection structure
CN204341195U (en) A kind of superimposed trailer girder section structure
CN203487703U (en) Light rectangular steel tube-concrete combination compression flange and corrugated web combination box girder
CN202280251U (en) Positioning mechanism
CN204001255U (en) Damper with composite corrugated sandwich shear plate
CN203514633U (en) I-shaped ripple web plate reinforcing beam
CN202990153U (en) Steel plate combined shear wall with wall passing node
CN202611088U (en) Building wallboard
CN203487704U (en) Corrugated web H-shaped section combination beam in light steel tube-concrete combination form
CN204938748U (en) A kind of crane girder inner supporting structure
CN204252391U (en) Corrugated web L tee section abnormity steel column
CN205382594U (en) I -shaped stiffening rib area seam steel sheet shear force wall
CN203412188U (en) Corrugated web H-shaped steel
CN103835436A (en) Corrugated web steel column with box section
CN203066351U (en) Reinforcement structure of steel-encased-concrete composite beam

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HUBEI HONGSHUN STEEL STRUCTURE MANUFACTURING CO.,

Free format text: FORMER OWNER: HUBEI HONGYI STEEL STRUCTURE ENGINEERING CO., LTD.

Effective date: 20130906

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20130906

Address after: 430345 Hubei Province, Wuhan city Huangpi District Road No. 39 Huhan Wu Hongyi Industrial Park

Patentee after: Hubei Hongshun Steel Structure Manufacturing Co., Ltd.

Address before: 430345 Hubei Province, Wuhan city Huangpi District Huhan Wu Shi Road No. 39

Patentee before: Hubei Hongyi Steel Construction Engineering Co., Ltd.

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

Granted publication date: 20130102

Termination date: 20160615

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