CN201217848Y - Flexible supporting pad iron connecting structure - Google Patents
Flexible supporting pad iron connecting structure Download PDFInfo
- Publication number
- CN201217848Y CN201217848Y CNU2008201037643U CN200820103764U CN201217848Y CN 201217848 Y CN201217848 Y CN 201217848Y CN U2008201037643 U CNU2008201037643 U CN U2008201037643U CN 200820103764 U CN200820103764 U CN 200820103764U CN 201217848 Y CN201217848 Y CN 201217848Y
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- CN
- China
- Prior art keywords
- steel
- flexible support
- parallels
- round steel
- screw rod
- Prior art date
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- Expired - Fee Related
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Abstract
The utility model belongs to an improved connecting structure of construction steel structure members, in particular to a flexible support padding iron connecting structure which comprises a flexible support which is formed by round steel and is arranged between steel posts or steel girders, long holes are respectively arranged on the pectoral plates of flexible support connecting points of the symmetrical steel posts or steel girders and are matched with a perforated oblique round steel screw rod, corniform padding iron is respectively arranged on the perforated round steel screw rod, the top ends of two surfaces of the corniform padding iron are matched with the pectoral plates, a through hole which is arranged on one surface of the corniform padding iron is matched with the round steel screw rod, and the corniform padding iron is tightly fixed on the pectoral plates by screw caps. The utility model changes the traditional flexible support connecting structure, the tension effect of the flexible support is good, the manufacture cost is lower, and moreover, the site construction efficiency is increased.
Description
Technical field
The utility model belongs to the improvement of building iron steel structure member syndeton, particularly flexible support parallels syndeton.
Background technology
Light weight steel structure is for increasing the resistance to overturning of structure, flexible support such as intercolumniation support and horizontal support must be set between some steelframe, these flexible support are made with 16 millimeters-25 millimeters round steel of diameter, existing way is that the round steel two ends are welded on the cylinder (girder steel) by junction plate, adjusts round steel to reach tension with flower basket bolt near the end therein; This to do in the manufactured welding job amount big and complicated, and flower basket bolt needs buying, and cost is higher.
Summary of the invention
The purpose of this utility model is to provide a kind of flexible support parallels syndeton, has changed the traditional flexible support syndeton of steel work, and not only the tension effects of flexible support is good, and cost of manufacture is lower, and has improved the efficient of site operation.
The utility model is achieved in that a kind of flexible support parallels syndeton, comprise the flexible support that is made of round steel is being set between steel column or the girder steel, on the web of the steel column of symmetry or girder steel flexible support tie point, slotted hole is being set respectively, slotted hole matches with the inclination round steel screw rod that passes, on the round steel screw rod that passes, the dihedral parallels is installed respectively, match with web in the top of two faces of dihedral parallels, through hole on face of dihedral parallels matches with the round steel screw rod, and by nut the dihedral parallels is fastened on the web.
The top of two faces of the utility model dihedral parallels match with the web of steel column or girder steel can self-adapting flexible support angle, putting on the shelf at the round steel screw rod of the outside of dihedral parallels, to carry out tensioning locking for double nut.The utility model has changed traditional flexible support syndeton, and has replaced the tensioning mode with the flower basket bolt tensioning, and link can be made in advance in the workshop, only needs the assembling construction to get final product to on-the-spot.The tension effects of not only flexible support of the present utility model is good, and cost of manufacture is lower, and has improved the efficient of site operation.
Description of drawings
The invention will be further described below in conjunction with accompanying drawing.
Fig. 1 is a sectional structure schematic diagram of the present utility model;
Fig. 2 is the structural representation of the A of Fig. 1 to view;
Fig. 3 is the main TV structure schematic diagram of dihedral parallels;
Fig. 4 is the side-looking structural representation of Fig. 3.
The specific embodiment
A kind of flexible support parallels syndeton, as shown in Figure 1 and Figure 2, comprise the flexible support that is made of round steel 2 is being set between steel column 1 or the girder steel, on the web of the steel column 1 of symmetry or girder steel flexible support tie point, slotted hole 3 is being set respectively, slotted hole 3 matches with the inclination round steel screw rod that passes, on the round steel screw rod that passes, dihedral parallels 4 is installed respectively, match with web in the top of 4 two faces of dihedral parallels, through hole 5 on 4 one faces of dihedral parallels matches with the round steel screw rod, and by nut dihedral parallels 4 is fastened on the web.As shown in Figure 3, Figure 4, dihedral parallels 4 is the angle steel of 60-100mm for length, and the middle part of one face is being provided with the through hole 5 with the round steel matched in clearance, in the angle steel inboard, is positioned at affixed respectively right-angled triangle stiffener 6 on the rigging angle clamp edged surface of through hole 5 both sides.The specification of angle steel is L70 * 6.At the inboard affixed stiffener 6 of angle steel, can improve the compressive strength of dihedral parallels 4, can prevent the distortion opening of angle steel after stressed.The length of round steel screw rod is 150-200mm.
Claims (2)
1, a kind of flexible support parallels syndeton, comprise the flexible support that is made of round steel (2) is being set between steel column (1) or the girder steel, it is characterized in that: on the web of the steel column (1) of symmetry or girder steel flexible support tie point, slotted hole (3) is being set respectively, slotted hole (3) matches with the inclination round steel screw rod that passes, dihedral parallels (4) is installed respectively on the round steel screw rod that passes, match with web in the top of (4) two faces of dihedral parallels, through hole (5) on (4) faces of dihedral parallels matches with the round steel screw rod, and by nut dihedral parallels (4) is fastened on the web.
2, flexible support parallels syndeton according to claim 1, it is characterized in that: dihedral parallels (4) is the angle steel of 60-100mm for length, the middle part of one face is being provided with the through hole (5) with the round steel matched in clearance, in the angle steel inboard, be positioned at affixed respectively right-angled triangle stiffener (6) on the rigging angle clamp edged surface of through hole (5) both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201037643U CN201217848Y (en) | 2008-07-10 | 2008-07-10 | Flexible supporting pad iron connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201037643U CN201217848Y (en) | 2008-07-10 | 2008-07-10 | Flexible supporting pad iron connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201217848Y true CN201217848Y (en) | 2009-04-08 |
Family
ID=40540680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201037643U Expired - Fee Related CN201217848Y (en) | 2008-07-10 | 2008-07-10 | Flexible supporting pad iron connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201217848Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108517972A (en) * | 2018-04-20 | 2018-09-11 | 广东大喜装饰设计工程有限公司 | Imitation wood is built and its steel wood connection structure |
| CN109322389A (en) * | 2017-07-31 | 2019-02-12 | 北京诚栋国际营地集成房屋股份有限公司 | A kind of adjustable staggered form integrating device |
-
2008
- 2008-07-10 CN CNU2008201037643U patent/CN201217848Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322389A (en) * | 2017-07-31 | 2019-02-12 | 北京诚栋国际营地集成房屋股份有限公司 | A kind of adjustable staggered form integrating device |
| CN108517972A (en) * | 2018-04-20 | 2018-09-11 | 广东大喜装饰设计工程有限公司 | Imitation wood is built and its steel wood connection structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: GUANGZHENG STEEL STRUCTURE CO., LTD. Free format text: FORMER NAME: XINJIANG GUANGZHENG STEEL STRUCTURE ENGINEERING TECHNOLOGY CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: No. 105, Shanghai Road, Urumqi economic and Technological Development Zone, the Xinjiang Uygur Autonomous Region, Urumqi: 830026 Patentee after: Guangzheng Steel Structure Co., Ltd. Address before: No. 105, Shanghai Road, Urumqi economic and Technological Development Zone, the Xinjiang Uygur Autonomous Region, Urumqi: 830026 Patentee before: Xinjiang Guangzheng Steel Structure Engineering Technology Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090408 Termination date: 20120710 |