CN205046678U - Ridge steel girder haunching connection structure - Google Patents
Ridge steel girder haunching connection structure Download PDFInfo
- Publication number
- CN205046678U CN205046678U CN201520606478.9U CN201520606478U CN205046678U CN 205046678 U CN205046678 U CN 205046678U CN 201520606478 U CN201520606478 U CN 201520606478U CN 205046678 U CN205046678 U CN 205046678U
- Authority
- CN
- China
- Prior art keywords
- steel
- quadrangle
- ridge
- girder
- reinforcing 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
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model belongs to building steel structure ridge steel girder haunching connection structure's improvement, especially a ridge steel girder haunching connection structure, include the chevron shape ridge girder steel that constitutes by two H shaped steel roof beams, two are angle of intersection edge weld and connect H shaped steel roof beam as an organic whole, the axillary region rigid coupling that adds in its angle of intersection department and is located coplanar and upright quadrangle reinforcing plate with the web of H shaped steel roof beam, the terminal surface rigid coupling together outside two topsides on quadrangle reinforcing plate upper portion and the lower flange of two H shaped steel roof beams, two bases of quadrangle reinforcing plate vertical rigid coupling respectively the shape of cross section who constitutes the structure with quadrangle reinforcing plate looks vertically bar steel sheet and are T shape. The utility model discloses simple structure, materials are economized, not only can improve manufacturing efficiency, can also improve the union melt welding efficiency and assurance welding quality of girder steel, can utilize the leftover bits preparation of engineering moreover, the save material expense.
Description
Technical field
The utility model belongs to the improvement of construction steel structure ridge girder steel haunch syndeton, particularly a kind of ridge girder steel haunch syndeton.
Background technology
Main supporting member girder steel in steel building, most employing H steel, its cross-sectional sizes is according to calculating, therefore a lot of H steel member manufacture becomes end variable cross-section haunched beam to utilize steel more fully, typically ridge H girder steel is just had to connect, existing way majority adopts and cuts into variable cross-section adding axillary region web, and bottom flange bends too, to reach haunch.This way makes blanking complicated, and spillage of material is large, and can not adopt Lincoln weld for the H steel at variable cross-section place, and make efficiency reduces, cost.
Utility model content
The purpose of this utility model is to provide a kind of ridge girder steel haunch syndeton, and its structure is simple, and materials are economized, not only can improve manufacture efficiency, improve girder steel Lincoln weld efficiency and ensure welding quality, and can utilizing works leftover pieces make, save Master Cost.
The purpose of this utility model is achieved in that a kind of ridge girder steel haunch syndeton, comprise the herringbone ridge girder steel be made up of two H profile steel beams, two connect in the angle of cut end face weld H profile steel beam be integrated, its angle of cut place add axillary region affixed be positioned at same plane with the web of H profile steel beam and upright quadrangle stiffener, two top margins on quadrangle stiffener top and the outer face, bottom flange of two H profile steel beams are fixed together, two bases of quadrangle stiffener respectively longitudinally affixed the bar steel plate perpendicular with quadrangle stiffener to form the shape of cross section of structure T-shaped.
Overall girder steel is done according to straightforward face hot rolling H steel by the utility model, just at the corresponding T-shaped plate of the H steel edge of a wing, haunch trigonum bottom reinforcement, the H steel variable cross-section place gabarite after reinforcement haunch is made to reach designing requirement, and hot H steel ridge can directly penetration weld be docked, and eliminates and adds connected node plate.This way directly can purchase finished product hot rolling H steel, and substantially increase the manufacture efficiency of girder steel, welding quality more easily ensures, the reinforcement of trigonum also can make full use of the tailing of engineering, saves Master Cost.
The utility model structure is simple, and materials are economized, and improve manufacture efficiency, improves the Lincoln weld efficiency of girder steel and ensures welding quality, and can the leftover pieces of utilizing works make, and saves Master Cost.
Accompanying drawing explanation
Be further described the utility model below in conjunction with accompanying drawing, Fig. 1 is the utility model perspective view.
Detailed description of the invention
A kind of ridge girder steel haunch syndeton, as shown in Figure 1, comprise the herringbone ridge girder steel be made up of two H profile steel beams 1, two connect in the angle of cut end face weld H profile steel beam 1 be integrated, its angle of cut place add axillary region affixed be positioned at same plane with the web of H profile steel beam 1 and upright quadrangle stiffener 2, two top margins on quadrangle stiffener 2 top and the outer face, bottom flange of two H profile steel beams 1 are fixed together, two bases of quadrangle stiffener 2 respectively longitudinally affixed the bar steel plate 3 perpendicular with quadrangle stiffener 2 to form the shape of cross section of structure T-shaped.
Claims (1)
1. a ridge girder steel haunch syndeton, comprise the herringbone ridge girder steel be made up of two H profile steel beams (1), it is characterized in that: two connect in the angle of cut end face weld H profile steel beam (1) be integrated, its angle of cut place add axillary region affixed be positioned at same plane with the web of H profile steel beam (1) and upright quadrangle stiffener (2), two top margins on quadrangle stiffener (2) top and the outer face, bottom flange of two H profile steel beams (1) are fixed together, two bases of quadrangle stiffener (2) respectively longitudinally affixed the bar steel plate (3) perpendicular with quadrangle stiffener (2) to form the shape of cross section of structure T-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520606478.9U CN205046678U (en) | 2015-08-13 | 2015-08-13 | Ridge steel girder haunching connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520606478.9U CN205046678U (en) | 2015-08-13 | 2015-08-13 | Ridge steel girder haunching connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205046678U true CN205046678U (en) | 2016-02-24 |
Family
ID=55340274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520606478.9U Active CN205046678U (en) | 2015-08-13 | 2015-08-13 | Ridge steel girder haunching connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205046678U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836585A (en) * | 2016-11-11 | 2017-06-13 | 博朗（厦门）电梯有限公司 | A kind of steelframe attachment structure |
-
2015
- 2015-08-13 CN CN201520606478.9U patent/CN205046678U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836585A (en) * | 2016-11-11 | 2017-06-13 | 博朗（厦门）电梯有限公司 | A kind of steelframe attachment structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106337561A (en) | Shear wall template reinforcing structure and reinforcing construction method thereof | |
| CN205046678U (en) | Ridge steel girder haunching connection structure | |
| CN210316548U (en) | Internal corner fixed top template | |
| CN202706211U (en) | Assembly type nodal point of H-shaped steel beam with adjustable height in weak-axis direction and H-shaped steel column | |
| CN204139335U (en) | Layering staged bracket node structure | |
| CN204225286U (en) | For the bolt connection node of free form surface network i shaped cross section rod member | |
| CN208830464U (en) | A kind of girder steel and concrete small column rigid joint | |
| CN206769158U (en) | A kind of cable-arch system lighting roof | |
| CN203347022U (en) | Ridge steel girder haunching connection structure | |
| CN204112732U (en) | A kind of Split form steel framework | |
| CN104481162B (en) | Ruggedized construction and construction method thereof suitable in Punching Shear column | |
| CN207211708U (en) | One kind sizing chamfering steel form | |
| CN202831251U (en) | Steel concrete mixed type shear resisting connector | |
| CN202124934U (en) | Connecting device for reinforced concrete beam and shear wall | |
| CN204626659U (en) | A kind of steel corbel of staggered floor welded reinforcement | |
| CN206616754U (en) | A kind of combining structure FRP steel bar girder permanent formworks | |
| CN206457998U (en) | A kind of dual U-shaped is welded to connect button | |
| TWI606167B (en) | Structure of partition for use in concrete construction joints of steel structure of floor | |
| CN205637124U (en) | Steel -frame pillar post connected node | |
| CN205348384U (en) | Antidetonation local -style dwelling houses steel framework | |
| CN203821832U (en) | Precast structure horizontal joint grouting steel formwork | |
| CN204940821U (en) | One can be had enough to meet the need and utilize Finalized rebar operating desk | |
| CN204876098U (en) | I -section is connecting device for girder steel | |
| CN208380245U (en) | Box steel column foot reinforced structure | |
| CN203834806U (en) | H-shaped steel floor secondary beam with improved structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170925 Address after: 830026, the Xinjiang Uygur Autonomous Region Urumqi economic and Technological Development Zone No. 266 fusion North Road Patentee after: GUANGZHENG STEEL STRUCTURE CO.,LTD. Address before: 830026 Shanghai Road, Urumqi economic and Technological Development Zone, the Xinjiang Uygur Autonomous Region, Urumqi, 105 Patentee before: GUANGZHENG GROUP Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No. 266, North Fong Road, Urumqi Economic and Technological Development Zone, Urumqi, Xinjiang Uygur Autonomous Region, 830000 Patentee after: Guangzheng Construction Group Co.,Ltd. Address before: No.266, North fusion Road, Urumqi Economic and Technological Development Zone, Xinjiang Uygur Autonomous Region Patentee before: GUANGZHENG STEEL STRUCTURE CO.,LTD. |