CN204983722U - Steel structural member consolidates interim spelling positioner - Google Patents
Steel structural member consolidates interim spelling positioner Download PDFInfo
- Publication number
- CN204983722U CN204983722U CN201520456960.9U CN201520456960U CN204983722U CN 204983722 U CN204983722 U CN 204983722U CN 201520456960 U CN201520456960 U CN 201520456960U CN 204983722 U CN204983722 U CN 204983722U
- Authority
- CN
- China
- Prior art keywords
- positioner
- fixture
- jig
- circle spacing
- beam 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.)
- Active
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a steel structural member consolidates interim spelling positioner, its characterized in that: including two fixture, each fixture is the L type, comprises diaphragm and vertical plate, and the diaphragm of two fixture is parallel to each other, and vertical plate laminating each other makes two fixture component U shaped frame frame through the mounting rigid coupling, and the pipe support system is former, and remain to be reinforced the steel member and newly -increased steel member lies in the frame of formation, then pass through the connecting piece rigid coupling with the tip of two fixture diaphragms. The utility model is suitable for a steel structural member of industry, civil buildings and general structures reinforces the engineering, through fix newly -increased steel member and the former position that remains to be reinforced the steel member temporarily, makes reinforcement simple process easily operate, and the member accuracy is taken one's place, and the device easily makes, and convenient to use sparingly the time limit for a project, practices thrift manpower and mechanical resource allocation.
Description
Technical field
The utility model belongs to building field, relates to steel beam column positioner, when being specifically related to the construction of a kind of steel beam column field-hardened, and newly-increased steel beam column and originally wait the interim spelling positioner reinforcing steel beam column.
Background technology
The steel work of industry and civilian construction and general structure is because design, and construction, use management is improper, and quality of materials is undesirable, and using function changes, damage and the durability deficiency etc. of suffering a calamity reason, and needs to reinforce steel work.Due to newly-increased component and original in time reinforcing steel beam column spelling and be in place position be difficult to control, operation inconvenience and danger is comparatively large, needs to consume more manpower and machine resource configures.
Utility model content
In order to solve the problems referred to above that prior art exists, the utility model provides a kind of steel structure member and reinforces interim spelling positioner.
The technical scheme that the utility model adopts is: a kind of steel structure member reinforces interim spelling positioner, comprise two jigs, each jig is L-type, be made up of transverse slat and the stringer board that connects with transverse slat one end, the transverse slat of two jigs is parallel to each other, and stringer board is bonded to each other affixed by fixture, makes two jigs form U-shaped framework, treat that reinforcing steel beam column and newly-increased steel beam column are loaded in the U-shaped framework of formation by original for pipe support system, then by affixed by connector between the end of two jig transverse slats.
Further, fixture is by short screw, and the nut composition that short screw two ends spin respectively, and connector is by long bolt, and the nut composition that long bolt two ends spin respectively.
Further, the longitudinal direction of two jig stringer boards has the first corresponding Long Circle spacing hole, the transverse direction of two jig transverse slats has the second corresponding Long Circle spacing hole, short screw penetrates in two first Long Circle spacing holes and position in hole is upper and lower adjustable, and long bolt penetrates in two second Long Circle spacing holes and position in hole is left and right adjustable.
Preferably, the first Long Circle spacing hole opens the middle position in jig stringer board end plane.
Preferably, the second Long Circle spacing hole opens the middle position in jig tabula end facial planes.
The beneficial effects of the utility model are: the utility model overcomes in steel structure reinforcing, newly-increased steel beam column
Be difficult to control with original steel beam column position that increases newly in time reinforcing steel beam column and be connected, operate inconvenient and that danger is larger problem, the utility model is by newly-increased steel beam column and original to wait to reinforce steel beam column conveniently temporary fixed in place, make component accurately in place, reinforcement process is simple to operation, after waiting to reinforce construction technology, this device is pulled down, simplify the operation, strengthen security reliability, easy to use, save the duration, effectively reduce manpower and machine resource configures, structure is simple, install, convenient disassembly, can on-the-spot process, reuse, be applicable to industry, the steel structure member stabilization works of civilian construction and general structure.
Accompanying drawing explanation
Fig. 1, be structural representation of the present utility model;
Fig. 2, wait to reinforce steel beam column and newly-increased steel beam column spelling location structure schematic diagram for the utility model;
Fig. 3, be using state schematic diagram of the present utility model.
In figure: 1, pipe support system H profile steel pillar; 2, original the waiting of pipe support system reinforces steel beam column; 3, systematic pipeline; 4, newly-increased steel beam column; 5, stiffened panel; 6, stringer board; 7, transverse slat; 8, the first Long Circle spacing hole; 9, the second Long Circle spacing hole; 10, short screw; 11, long bolt; 12, nut.
Detailed description of the invention
As shown in Figure 1, the utility model provides a kind of steel structure member and reinforces interim spelling positioner, comprises two jigs, and each jig is L-type, is made up of transverse slat 7 and stringer board 6, the transverse slat 7 of two jigs is parallel to each other, stringer board 6 is bonded to each other affixed by fixture, two jigs are made to form U-shaped framework, pipe support system is original waits that reinforcing steel beam column 2 is fixed in the U-shaped framework of formation with newly-increased steel beam column 4, longitudinal direction on two jig stringer boards 6 has the first corresponding Long Circle spacing hole 8, the transverse direction of two jig transverse slats 7 has the second corresponding Long Circle spacing hole 9, short screw 10 to penetrate in two first Long Circle spacing holes 8 and on position in hole, the height of the lower U-shaped framework of adjustable decision, after adjusting position, short screw two ends spin nut 12 respectively, two stringer boards 6 are fixed together by fastening nut 12, long bolt 11 penetrates in two second Long Circle spacing holes 9 and position in hole is left, right adjustable, the two ends of long bolt 11 nut 12 that spins respectively is waited to reinforce steel beam column 2 and to be stopped with newly-increased steel beam column 4 by original for pipe support system and locate with in the U-shaped framework of formation.Preferably, the first Long Circle spacing hole 8 opens the middle position in jig stringer board 6 end.Second Long Circle spacing hole 9 opens the middle position in jig transverse slat 7 end.
During manufacture, as shown in Figure 2, the size of reinforcing steel beam column 2 and newly-increased steel beam column 4 is waited according to pipe support system is original, determine the size of jig stringer board 6 and transverse slat 7, design the first Long Circle spacing hole 8 on stringer board 6 according to demand, with the second Long Circle spacing hole 9 on transverse slat 7, then stringer board 6 and the mutual vertical welding of transverse slat 7 are made the jig in L-type.During use, as shown in Figure 3, a face of deciding what is right and what is wrong of certain engineering pipe support system, original steel-structure tube frame system H profile steel pillar 1 that need reinforce, pipe support system is original waits that reinforcing steel beam column 2 is channel-section steel, it supports original system pipeline 3, first stiffened panel 5 spot welding is fixed on newly-increased steel beam column 4 during construction, newly-increased steel beam column 4 is channel-section steel, newly-increased steel beam column 4 lifts by recycling crane or pulley gear treats reinforcing steel beam column 2 place to pipe support system is original, then two jigs are installed, first short screw 10 is penetrated in two the first Long Circle spacing holes 8 during installation, the stringer board 6 of two jigs is fitted, at the two ends mounting nuts 12 of short screw 10, two jigs are connected to form U-shaped framework, U-shaped framework be enclosed within newly-increased steel beam column 3 and wait to reinforce on steel beam column 2, the transverse slat 7 of two L-type jigs is placed on original top and the bottom of waiting to reinforce steel beam column 2 and newly-increased steel beam column 3 respectively, two stringer boards 6 are fixed by the mounting nuts 12 tightening short screw 10 two ends again, and then long bolt 11 is penetrated, in second Long Circle spacing hole 9 of lower two transverse slats 7, tighten fixing at the two ends mounting nuts 12 of long bolt 11, so just newly-increased steel beam column 4 is temporarily fixed at that pipe support system is original waits to reinforce on steel beam column 2, make that pipe support system is original to be waited to reinforce steel beam column 2 and newly-increased steel beam column 4 and be fixed on the U-shaped framework that two jigs form, crane or pulley gear is removed after installing, weld job can be carried out to stiffened panel 5, newly-increased steel beam column 4 is welded to by stiffened panel 5 pipe support system is original waits to reinforce on steel beam column 2 channel-section steel, to reach the object that pipe support steel beam column is reinforced.
Claims (5)
1. a steel structure member reinforces interim spelling positioner, it is characterized in that: comprise two jigs, each jig is L-type, be made up of transverse slat and the stringer board that connects with transverse slat one end, the transverse slat of two jigs is parallel to each other, and stringer board is bonded to each other affixed by fixture, makes two jigs form U-shaped framework, treat that reinforcing steel beam column and newly-increased steel beam column are loaded in the U-shaped framework of formation by original for pipe support system, then by affixed by connector between the end of two jig transverse slats.
2. a kind of steel structure member according to claim 1 reinforces interim spelling positioner, it is characterized in that: fixture is by short screw, and the nut composition that short screw two ends spin respectively, connector is by long bolt, and the nut composition that long bolt two ends spin respectively.
3. a kind of steel structure member according to claim 2 reinforces interim spelling positioner, it is characterized in that: the longitudinal direction of two jig stringer boards has the first corresponding Long Circle spacing hole, the transverse direction of two jig transverse slats has the second corresponding Long Circle spacing hole, short screw penetrates in two first Long Circle spacing holes and position in hole is upper and lower adjustable, and long bolt penetrates in two second Long Circle spacing holes and position in hole is left and right adjustable.
4. a kind of steel structure member according to claim 3 reinforces interim spelling positioner, it is characterized in that: the first Long Circle spacing hole opens the middle position in jig stringer board end plane.
5. a kind of steel structure member according to claim 3 reinforces interim spelling positioner, it is characterized in that: the second Long Circle spacing hole opens the middle position in jig tabula end facial planes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520456960.9U CN204983722U (en) | 2015-06-30 | 2015-06-30 | Steel structural member consolidates interim spelling positioner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520456960.9U CN204983722U (en) | 2015-06-30 | 2015-06-30 | Steel structural member consolidates interim spelling positioner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204983722U true CN204983722U (en) | 2016-01-20 |
Family
ID=55118104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520456960.9U Active CN204983722U (en) | 2015-06-30 | 2015-06-30 | Steel structural member consolidates interim spelling positioner |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204983722U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035160A (en) * | 2017-06-16 | 2017-08-11 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of assembled reinforcing device and method of flexural deformation steel member |
| CN108643561A (en) * | 2018-07-24 | 2018-10-12 | 浙江中益建材科技有限公司 | A kind of floor support plate oblique pull support construction |
-
2015
- 2015-06-30 CN CN201520456960.9U patent/CN204983722U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035160A (en) * | 2017-06-16 | 2017-08-11 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of assembled reinforcing device and method of flexural deformation steel member |
| CN107035160B (en) * | 2017-06-16 | 2022-06-14 | 湖北武大珞珈工程结构检测咨询有限公司 | Fabricated reinforcing device and method for bending deformation steel member |
| CN108643561A (en) * | 2018-07-24 | 2018-10-12 | 浙江中益建材科技有限公司 | A kind of floor support plate oblique pull support construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201972269U (en) | Prefabricated reinforcing steel bar concrete shear wall | |
| CN201981670U (en) | Connection piece for composite prefabricated concrete wallboard | |
| CN103352564B (en) | Horizontal structure shuttering system and construction method | |
| CN210105309U (en) | Reinforcing device for building template | |
| CN202937005U (en) | Cast-in-situ concrete beam lateral template reinforcement device | |
| CN105735625A (en) | Side form supporting system for terrace construction | |
| CN204983722U (en) | Steel structural member consolidates interim spelling positioner | |
| CN202925883U (en) | Large size wooden formwork surrounding purlin device | |
| CN111851754A (en) | Steel structure foundation embedded bolt structure and construction method thereof | |
| CN205063248U (en) | Prefabricated exterior wall board and precast beam hang connection structure futilely | |
| CN204081087U (en) | A kind of reinforced concrete column and reinforcing steel bar connecting device | |
| CN206971395U (en) | A kind of rubber support and profile steel concrete column draw bail | |
| CN102926536A (en) | Template unilateral reinforcement combination tool and template unilateral reinforcement construction method | |
| CN206495329U (en) | Adjustable high-precision foundation bolt reinforcing mold and reinforcing system | |
| CN105275198A (en) | A shear wall formwork reinforcing construction method | |
| CN205116705U (en) | To wall form system of tectorial membrane multiply wood not damaged in manufacturing process | |
| CN203905461U (en) | Adjustable inhaul cable reinforcing device for thin-wall round concrete formwork reinforcing | |
| CN203755167U (en) | Assistant mounting device of V-shaped steel pipe frame of tower bridge | |
| CN205369922U (en) | Adjustable suspension type C shaped steel formwork support device | |
| CN203403576U (en) | Assembly-type parking lot floor plate of full steel structure | |
| CN203905441U (en) | Wall attaching tying part for scaffold | |
| CN204040052U (en) | A kind of outer posture fixed mount being applicable to framework foundation built-in bolt and fixing | |
| CN209670061U (en) | A kind of construction assembly with connection structure | |
| CN203188612U (en) | Beam frame type building template system | |
| CN202055146U (en) | Connecting structure for screed board accessories |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |