CN106481084A - A kind of bridle iron for steel girder erection temporary support - Google Patents

A kind of bridle iron for steel girder erection temporary support Download PDF

Info

Publication number
CN106481084A
CN106481084A CN201510529506.6A CN201510529506A CN106481084A CN 106481084 A CN106481084 A CN 106481084A CN 201510529506 A CN201510529506 A CN 201510529506A CN 106481084 A CN106481084 A CN 106481084A
Authority
CN
China
Prior art keywords
steel
gussets
blocks
girder
steel column
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.)
Pending
Application number
CN201510529506.6A
Other languages
Chinese (zh)
Inventor
李红兵
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.)
Jiangsu Yayu Heavy Industry Ltd By Share Ltd
Original Assignee
Jiangsu Yayu Heavy Industry Ltd By Share 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 Jiangsu Yayu Heavy Industry Ltd By Share Ltd filed Critical Jiangsu Yayu Heavy Industry Ltd By Share Ltd
Priority to CN201510529506.6A priority Critical patent/CN106481084A/en
Publication of CN106481084A publication Critical patent/CN106481084A/en
Pending legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The present invention relates to a kind of bridle iron for steel girder erection temporary support.Including steel column, described steel column front end is provided with girder steel to be installed, the front end of described steel column is provided with connecting plate, described connecting plate is connected with one end of girder steel to be installed by high-strength bolt, the lower section of described girder steel to be installed is provided with two blocks of gussets, and described two blocks of gussets are located at the both sides of steel column, and the end of described two blocks of gussets is connected with each other through steel column by fastening bolt, it is provided with flange, described flange is used for supporting girder steel to be installed above the front end of described gusset.Present configuration is simple, easy to operate, treats steel loading beam in the specified location installation bridle iron of steel column and carries out temporary support, saves labour force, reduce production cost, high working efficiency.

Description

A kind of bridle iron for steel girder erection temporary support
Technical field
The present invention relates to a kind of bridle iron for steel girder erection temporary support.
Background technology
The connected mode of steel beam, column is usually welded, is spirally connected and bolt-weld joint, no matter using which kind of mode, all there is a problem of shelving temporarily, it is required for other before girder steel fastening to support or auxiliary device, traditional support or assistant apparatus structure are more complicated, and cost of manufacture is high, troublesome poeration, more time-consuming, work efficiency is relatively low.
Content of the invention
For drawbacks described above, it is an object of the invention to provide a kind of structure is simple, easy to operate, save trouble and labor, a kind of bridle iron for steel girder erection temporary support of high working efficiency.
For this technical solution adopted in the present invention it is:
Including steel column, described steel column front end is provided with girder steel to be installed, the front end of described steel column is provided with connecting plate, described connecting plate is connected with one end of girder steel to be installed by high-strength bolt, the lower section of described girder steel to be installed is provided with two blocks of gussets, and described two blocks of gussets are located at the both sides of steel column, and the end of described two blocks of gussets is connected with each other through steel column by fastening bolt, it is provided with flange, described flange is used for supporting girder steel to be installed above the front end of described gusset.
Further, described flange is located between two blocks of gussets.
Further, the end of described two blocks of gussets is provided with through hole, and described through hole is waist-shaped hole, and the length direction of described waist-shaped hole is parallel with girder steel to be installed.
It is an advantage of the invention that:
Present configuration is simple, easy to operate, treats steel loading beam in the specified location installation bridle iron of steel column and carries out temporary support, saves labour force, reduce production cost, high working efficiency.
Brief description
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the sectional view of A-A in Fig. 1.
In figure 1 is steel column, 2 is girder steel to be installed, 3 is connecting plate, 4 is high-strength bolt, 5 is gusset, 6 is fastening bolt, 7 is flange, 8 is through hole.
Specific embodiment
A kind of bridle iron for steel girder erection temporary support, including steel column 1, described steel column 1 front end is provided with girder steel 2 to be installed, the front end of described steel column 1 is provided with connecting plate 3, described connecting plate 3 is connected with one end of girder steel 2 to be installed by high-strength bolt 4, the lower section of described girder steel to be installed 2 is provided with two blocks of gussets 5, described two blocks of gussets 5 are located at the both sides of steel column 1, the end of described two blocks of gussets 5 is connected with each other through steel column 1 by fastening bolt 6, it is provided with flange 7, described flange 7 is used for supporting girder steel 2 to be installed above the front end of described gusset 5;Described flange 7 is located between two blocks of gussets 5;The end of described two blocks of gussets 5 is provided with through hole 8, and described through hole 8 is waist-shaped hole, and the length direction of described waist-shaped hole is parallel with girder steel 2 to be installed.
Two blocks of gussets 5 are first marked before lifting by steel column 1 by girder steel 2 lower flange installation site to be installed, then two blocks of gussets 5 are installed, girder steel 2 to be installed is lifted on the flange 7 of gusset 5 upper end and carries out temporary support, and fixed by fastening bolt temporarily, then two blocks of gussets 5 are removed, then be installed to next girder steel to be installed 2 Hoisting Position.

Claims (3)

1. a kind of bridle iron for steel girder erection temporary support, it is characterized in that, including steel column, described steel column front end is provided with girder steel to be installed, the front end of described steel column is provided with connecting plate, described connecting plate is connected with one end of girder steel to be installed by high-strength bolt, the lower section of described girder steel to be installed is provided with two blocks of gussets, described two blocks of gussets are located at the both sides of steel column, the end of described two blocks of gussets is connected with each other through steel column by fastening bolt, it is provided with flange, described flange is used for supporting girder steel to be installed above the front end of described gusset.
2. a kind of bridle iron for steel girder erection temporary support according to claim 1 is it is characterised in that described flange is located between two blocks of gussets.
3. it is characterised in that the end of described two blocks of gussets is provided with through hole, described through hole is waist-shaped hole to a kind of bridle iron for steel girder erection temporary support according to claim 1, and the length direction of described waist-shaped hole is parallel with girder steel to be installed.
CN201510529506.6A 2015-08-26 2015-08-26 A kind of bridle iron for steel girder erection temporary support Pending CN106481084A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510529506.6A CN106481084A (en) 2015-08-26 2015-08-26 A kind of bridle iron for steel girder erection temporary support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510529506.6A CN106481084A (en) 2015-08-26 2015-08-26 A kind of bridle iron for steel girder erection temporary support

Publications (1)

Publication Number Publication Date
CN106481084A true CN106481084A (en) 2017-03-08

Family

ID=58233626

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510529506.6A Pending CN106481084A (en) 2015-08-26 2015-08-26 A kind of bridle iron for steel girder erection temporary support

Country Status (1)

Country Link
CN (1) CN106481084A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019044422A (en) * 2017-08-31 2019-03-22 鹿島建設株式会社 Temporary support member for steel beam joint and joint method of steel beam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019044422A (en) * 2017-08-31 2019-03-22 鹿島建設株式会社 Temporary support member for steel beam joint and joint method of steel beam

Similar Documents

Publication Publication Date Title
CN103075020B (en) A kind of steel tray supports actuating system
CN203594213U (en) Flexible assembling and disassembling bearing truss
CN103206075B (en) Suspension platform for construction of steel reinforced concrete cantilever structure
CN102518300A (en) Embedded conical bearing joint type steel structural support and construction method thereof
CN102587918A (en) High-strength reducing template for construction of coal mine freezing vertical shaft
CN204983173U (en) Steel construction beam -column connection node
CN106481084A (en) A kind of bridle iron for steel girder erection temporary support
CN204850048U (en) Overlap joint structure of quick hoist and mount of supplementary high -rise girder steel
CN104018680A (en) Lifting method for large-span solid-web arc beam
CN106185616A (en) A kind of vehicle mounted portable unloads rail portal frame and construction method thereof
CN102605945B (en) Manufacturing method of big wood formwork
CN103486335A (en) Method for fixing super high-rise construction concrete pumping pipe
CN210236845U (en) Adjustable hanger for component steel reinforcement cage
CN204139577U (en) Embedment means formula wall-connecting piece after a kind of
CN105715055B (en) A kind of nuclear power station large size penetration piece adjustable tool and adjusting method
CN204343692U (en) The large-scale penetration piece adjustable tool of a kind of nuclear power station
CN205134965U (en) A steel bearing for steel beam mounting supports temporarily
CN204326498U (en) Screw outrigger oblique pull wire rope fixing device
CN208251142U (en) A kind of overhanging type Prefabricated steel construction basis of construction elevator
CN102720353A (en) Post-construction one-side shear wall formwork for settlement joint of tower and construction method
CN207761049U (en) A kind of assembly concrete frame beam column connection structure
CN105019556A (en) Lap-joint structure assisting quick hoisting of high-rise steel beam, and application of lap-joint structure
CN206513377U (en) A kind of novel circular tunnel concrete formwork for placing
CN204645039U (en) The operation pylon of hole-drilling pile-filling machine
CN104358355A (en) Detachable column base fixing device and construction method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20170308

WD01 Invention patent application deemed withdrawn after publication