CN206646835U - It is a kind of from hoisting type steel structure slipping measure support - Google Patents
It is a kind of from hoisting type steel structure slipping measure support Download PDFInfo
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- CN206646835U CN206646835U CN201720333960.9U CN201720333960U CN206646835U CN 206646835 U CN206646835 U CN 206646835U CN 201720333960 U CN201720333960 U CN 201720333960U CN 206646835 U CN206646835 U CN 206646835U
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- standard knot
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- short column
- hoisting
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Abstract
The utility model discloses one kind from hoisting type steel structure slipping measure support, including the adjustment of base, standard knot, landing beam saves and hoisting frame；Wherein standard knot, landing beam adjustment section use truss structure, mainly play a supportive role.Landing beam adjustment section includes horizontally disposed as the rectangle ring beam of platform and four short columns, four drift angles of rectangle ring beam and is provided with the vertical groove adaptable with the external diameter of short column, and the upper end of short column is inserted in vertical groove.Hoisting frame has four, including isometrical hoisting frame column and cross girder steel with short column；The lower surface of four terminations of cross girder steel is respectively fixed with one and is fixed with annular hanger, with the hook through chain block.It can be required during with the measure support according to construction height, rectangle ring beam lifted to specified elevation location and fixed using top lift frame.The measure support materials save, cost is low, convenient to assemble and disassemble and can circulate and be used in turn.
Description
Technical field
The utility model belongs to construction steel structure technical field, and in particular to a kind of from hoisting type steel structure slipping measure branch
Frame.
Background technology
At present, structural steelwork height more and more higher, span is increasing, and the measure for causing to use in installation process supports
Structure is also increasing, more and more higher, and the more advanced installation skill such as sliding and lifting is particularly applied in installation process
During art, the requirement for measure supporting structure is higher.Due to the peace of large-scale measure supporting structure, to tear workload open very huge, and passes
The peace of system is torn open usually easily to be caused to damage after multiple welding is cut off using the method for welding and cutting, steel member to steel strength
Bad, construction safety cannot be guaranteed, while add the dosage of construction consumptive material.This method not only wastes time and energy, efficiency is low, cost
Height, and it is ineffective, it is clear that schedule requirement and the cost control of large-scale steel structure engineering can not be met.
The content of the invention
For deficiencies of the prior art, the purpose of this utility model is to provide a kind of time saving and energy saving, freedom
It is low, safe and convenient from hoisting type steel structure slipping measure support that short time, efficiency high, cost are torn in lifting, peace open.
To achieve these goals, the technical solution adopted in the utility model is as follows：
It is a kind of to adjust section and hoisting frame from hoisting type steel structure slipping measure support, including base, standard knot, landing beam；
The base includes two spandrel girder, two foundation seat connection beams horizontally disposed and be parallel to each other；The base contacts
The both ends of beam are fixedly connected with spandrel girder respectively；Spandrel girder and the base connection beam surrounds a rectangle；The spandrel girder uses
" work " shaped steel, its top flange are provided with flange form bolt hole, and the flange form bolt hole is arranged on the apex of the rectangle；
Described standard knot includes four isometric standard knot columns being vertically arranged, in four standard knot columns
Axis positioned at horizontally disposed rectangle apex and with the rectangular vertical；It is fixed between the adjacent two standard knot column
There are some struts, described strut is end to end, standard knot is formed truss structure；The lower end of described standard knot column is set
There are flanged ends, connection corresponding with the flange form bolt hole on base；The upper end of described standard knot column is provided with flange
Disk joint；
Described landing beam adjustment section include it is horizontally disposed as the rectangle ring beam of platform and four be vertically arranged etc.
Long short column, the outside of four drift angles of rectangle ring beam are respectively provided with a vertical groove adaptable with the external diameter of short column,
The upper end of the short column is inserted in described vertical groove；Beam-to-column joint plate is additionally provided with the top of short column, it is described
Beam-to-column joint plate is formed a fixed connection by high-strength bolt and rectangle ring beam；Mast company is additionally provided with described short column
Fishplate bar, beam column connecting plate is additionally provided with the centre of the lower edge of the four edges of described rectangle ring beam, is connected in described mast
Connection through hole is provided with plate and beam column connecting plate, the both ends of scalable hound are connected by mast connecting plate with beam column respectively
Connection through hole on plate with forming bolt connection, between adjacent two short columns in plane, all right one way or the other telescopic bracing bar is in " eight "
Font；The upper and lower end of the short column is provided with flanged ends, for connecting；
Described hoisting frame has four, is connected to the upper end of described short column；Described hoisting frame include with it is short
Column isometrical hoisting frame column and horizontal outrigger beam；The lower end of described hoisting frame column is provided with for being connected with short column
Flanged ends；Described horizontal outrigger beam is horizontally disposed cross girder steel, the crosspoint of the cross girder steel with
The top connection of the hoisting frame column, the lower surface of four terminations of described cross girder steel is respectively fixed with one and is fixed with
Annular hanger, with the hook through chain block.
Further, the lower section of the spandrel girder described in two is respectively equipped with an I-steel as sliding rail, described
Spandrel girder lower outside be fixed with limiting plate, to prevent described base from routing up track.
Further, described strut includes triatic stay and hound, and described triatic stay and hound are end to end,
Several right angled triangles will be formed between adjacent two standard knots column, to increase the stability of standard knot.
Further, it is provided with standard knot mast on the standard knot column of the junction of described triatic stay and hound
Connecting plate, for being connected for supporting bar and hound with standard knot column.
Further, the centre of described rectangle ring beam is fixed with cross-brace construction, and described cross-brace construction is by two
" work " shaped steel right-angled intersection is formed, and four ends of the cross-brace construction are connected with four angles of rectangle ring beam respectively, for holding
By vertical pressure.
Further, fixed transverse rod is gone back between the short column described in adjacent two, to increase the stabilization that the landing beam adjusts section
Property.
Further, described standard knot is several, and several standard knots are sequentially connected from top to bottom, positioned at nethermost
Standard knot is connected with base, positioned at uppermost standard knot and landing beam adjustment section connection.
Compared with prior art, the utility model has the advantages that：
1st, cost is low.The utility model is convenient by man power lifting, reduces the input of heavy mechanical equipment, reduces and apply
Work cost, it is economic and environment-friendly.
2nd, utilization rate is high.The utility model is convenient to assemble and disassemble fast, can be recycled, and improves the recycling week of steel
Phase.
3rd, strong adaptability.The utility model can adjust diagonal brace pole length according to design height, and being adapted to different height will
The engineering asked.
4th, security is good.The utility model node is connected using modes such as bolt, bearing pins, reduces welding and cutting is made
Industry, steel strength is played a very good protection.
Brief description of the drawings
Fig. 1 is from hoisting type steel structure slipping measure support schematic diagram；
Fig. 2 is the schematic diagram of base and track；
Fig. 3 is standard knot schematic diagram；
Fig. 4 is landing beam adjustment section schematic diagram；
Fig. 5 is hoisting frame schematic diagram.
In accompanying drawing：1-base；2-standard knot column；3-strut；4-rectangle ring beam；5-hoisting frame；6-limiting plate；
7-sliding rail；8-scalable hound.
Embodiment
The utility model is described in further detail with reference to specific embodiment.
As Figure 1-5, it is a kind of to be adjusted from hoisting type steel structure slipping measure support, including base 1, standard knot, landing beam
Whole section and hoisting frame 5：
The base 1 includes two spandrel girder, two foundation seat connection beams horizontally disposed and be parallel to each other；The base contacts
The both ends of beam are fixedly connected with spandrel girder respectively；Spandrel girder and the base connection beam surrounds a rectangle；The spandrel girder uses
" work " shaped steel, its top flange are provided with flange form bolt hole, and the flange form bolt hole is arranged on the apex of the rectangle.
Described standard knot includes four isometric standard knot columns 2 being vertically arranged, four standard knot columns 2
Axis positioned at horizontally disposed rectangle apex and with the rectangular vertical；Between the adjacent two standard knot column 2
Some struts 3 are fixed with, described strut 3 is end to end, standard knot is formed truss structure；Described standard knot column 2
Lower end is provided with flanged ends, connection corresponding with the flange form bolt hole on base 1；The upper end of described standard knot column 2
It is provided with flanged ends.
Described landing beam adjustment section include it is horizontally disposed as the rectangle ring beam 4 of platform and four be vertically arranged etc.
Long short column, the outside of four drift angles of rectangle ring beam 4 are provided with a vertical groove adaptable with the external diameter of short column,
The upper end of the short column is inserted in described vertical groove；Beam-to-column joint plate, described beam are additionally provided with the top of short column
Post connecting plate is formed a fixed connection by high-strength bolt and rectangle ring beam 4；Mast company is additionally provided with described short column
Fishplate bar, beam column connecting plate is additionally provided with the centre of the lower edge of the four edges of described rectangle ring beam 4, is connected in described mast
Connection through hole is provided with plate and beam column connecting plate, the both ends of scalable hound are connected by mast connecting plate with beam column respectively
Connection through hole on plate with forming bolt connection, between adjacent two short columns in plane, all right one way or the other telescopic bracing bar is in " eight "
Font；The upper and lower end of the short column is provided with flanged ends, for connecting.
Bamboo can be laid on rectangle ring beam 4（Wood）Springboard, Job Operations platform can be formed.
Described hoisting frame 5 has four, is connected to the upper end of described short column；Described hoisting frame 5 include with
Short column isometrical hoisting frame column and horizontal outrigger beam；The lower end of described hoisting frame column is provided with for connecting with short column
The flanged ends connect；Described horizontal outrigger beam is horizontally disposed cross girder steel, the crosspoint of the cross girder steel
It is connected with the top of the hoisting frame column, the lower surface of four terminations of described cross girder steel is respectively fixed with a fixation
There is annular hanger, with the hook through chain block.
As optimization, the lower section of the spandrel girder described in two is respectively equipped with an I-steel or steel as sliding rail 7
Rail, limiting plate 6 is fixed with described spandrel girder lower outside, to prevent described base from routing up track.Sliding rail 7 is whole
Play a part of load-bearing in individual measure support slipping, be oriented to and laterally limit measure support level displacement.Sliding rail 7 can
Answer designed path basic to select rail or I-steel, during installation, on the basis of track is fixed on using pressing plate.
As optimization, described strut 3 includes triatic stay and hound, described triatic stay and hound head and the tail phase
Connect, several right angled triangles will be formed between adjacent two standard knots column 2, to increase the stability of standard knot.
As optimization, standard knot is provided with the standard knot column 2 of the junction of described triatic stay and hound
Mast connecting plate, for being connected for supporting bar and hound with standard knot column 2.The truss structure of standard knot so can be made more
It is stable, its swing is reduced, multiple triangles is formed on truss structure surface, can not only so reduce the peace amount of tearing open, can also improve
The stability of measure support.
As optimization, the centre of described rectangle ring beam 4 is fixed with cross-brace construction, described cross-brace construction by
Two " work " shaped steel right-angled intersections are formed, and four ends of the cross-brace construction are connected with four angles of rectangle ring beam 4 respectively, are used for
Vertical pressure is born, is also more convenient the laying of springboard.
As optimization, fixed transverse rod is gone back between the short column described in adjacent two, the steady of section is adjusted to increase the landing beam
It is qualitative.
As optimization, described standard knot is several, and several standard knots are sequentially connected from top to bottom, positioned at bottom
Standard knot be connected with base 1, positioned at uppermost standard knot and landing beam adjustment section connection.So can be by increasing standard
The quantity of section increases whole height.
The utility model when in use, build by operation as follows：
1st, the construction height and set up measure support area that measurement needs, according to height and set up area design measure support
Size, standard knot is superimposed according to construction height upwards successively, topmost sets landing beam to adjust section.
2nd, attachment rail and base 1, base 1 is enable to complete the movement on ground by track, the top surface of base 1 during installation
Level, such as Fig. 2 are adjusted to level meter.
The 3rd, first section standard knot is installed on base 1, form basic truss element as standard knot unit.
4th, an appropriate number of standard knot is installed on head section standard knots according to construction height, adjacent two standard knot uses flange
Connected mode.
5th, mounting platform beam adjustment section, its underpart are connected with standard knot, and top is connected with hoisting frame 5.
When the 6th, being lifted, the high-strength bolt that rectangle ring beam 4 is connected with short column is first removed, loosens and connects with scalable hound
The bolt connect, rectangle ring beam 4 is drawn high by the chain block on hoisting frame 5, because hoisting frame column and short column are isometrical, square
The cylinder that shape ring beam 4 can be formed by connecting along hoisting frame column and short column rises, and in the process, vertical groove also plays limit
The effect of position；When lifting on hoisting frame column to after requiring absolute altitude, welding supporting vertical plate, then with high-strength bolt by itself and rectangle
Ring beam 4 is fixed.The length of scalable hound is fixed again.After the completion of lifting, steel platform absolute altitude is carried out using high precision total station
Whether repetition measurement, check meet construction requirement.Check and complete and meet after requiring, remove chain block and lifting device, lifted
Into.
It is to illustrate the utility model example that above-described embodiment of the present utility model, which is only, and is not to this reality
With the restriction of new embodiment.For those of ordinary skill in the field, may be used also on the basis of the above description
To make other various forms of changes and variation.Here all embodiments can not be exhaustive.It is every to belong to this reality
Row with the obvious changes or variations that new technical scheme is amplified out still in the scope of protection of the utility model.
Claims (7)
- It is 1. a kind of from hoisting type steel structure slipping measure support, it is characterised in that including base, standard knot, landing beam adjustment section And hoisting frame；The base includes two spandrel girder, two foundation seat connection beams horizontally disposed and be parallel to each other；The base connection beam Both ends are fixedly connected with spandrel girder respectively；Spandrel girder and the base connection beam surrounds a rectangle；The spandrel girder uses " work " Shaped steel, its top flange are provided with flange form bolt hole, and the flange form bolt hole is arranged on the apex of the rectangle；Described standard knot includes four isometric standard knot columns being vertically arranged, the axis of four standard knot columns Positioned at a horizontally disposed rectangle apex and with the rectangular vertical；If it is fixed between the adjacent two standard knot column Dry strut, described strut is end to end, standard knot is formed truss structure；The lower end of described standard knot column is provided with method Blue disk joint, connection corresponding with the flange form bolt hole on base；The upper end of described standard knot column is provided with ring flange and connect Head；Described landing beam adjustment section include it is horizontally disposed be vertically arranged as the rectangle ring beam of platform and four it is isometric Short column, the outside of four drift angles of rectangle ring beam is respectively provided with a vertical groove adaptable with the external diameter of short column, described The upper end of short column is inserted in described vertical groove；Beam-to-column joint plate, described beam column are additionally provided with the top of short column Connecting plate is formed a fixed connection by high-strength bolt and rectangle ring beam；Mast connection is additionally provided with described short column Plate, beam column connecting plate is additionally provided with the centre of the lower edge of the four edges of described rectangle ring beam, in described mast connecting plate With connection through hole is provided with beam column connecting plate, the both ends of scalable hound pass through mast connecting plate and beam column connecting plate respectively On connection through hole with formed bolt connection, between adjacent two short columns in plane, all right one way or the other telescopic bracing bar is in " eight " word Shape；The upper and lower end of the short column is provided with flanged ends, for connecting；Described hoisting frame has four, is connected to the upper end of described short column；Described hoisting frame includes and short column Isometrical hoisting frame column and horizontal outrigger beam；The lower end of described hoisting frame column is provided with the method for being connected with short column Blue disk joint；Described horizontal outrigger beam is horizontally disposed cross girder steel, the crosspoint of the cross girder steel with it is described The top connection of hoisting frame column, the lower surface of four terminations of described cross girder steel are respectively fixed with an annular hanger, With the hook through chain block.
- It is 2. according to claim 1 from hoisting type steel structure slipping measure support, it is characterised in that the load-bearing described in two The lower section of beam is respectively equipped with an I-steel as sliding rail, and limiting plate is fixed with described spandrel girder lower outside, To prevent described base from routing up track.
- It is 3. according to claim 1 from hoisting type steel structure slipping measure support, it is characterised in that described strut includes Triatic stay and hound, described triatic stay and hound are end to end, if will be formed between adjacent two standard knots column Dry right angled triangle, to increase the stability of standard knot.
- It is 4. according to claim 3 from hoisting type steel structure slipping measure support, it is characterised in that in described horizontal brace Be provided with standard knot mast connecting plate on the standard knot column of the junction of bar and hound, for for support bar and hound with Standard knot column connects.
- It is 5. according to claim 1 from hoisting type steel structure slipping measure support, it is characterised in that described rectangle ring beam Centre be fixed with cross-brace construction, described cross-brace construction is formed by two " work " shaped steel right-angled intersections, the intersection Four ends of supporting construction are connected with four angles of rectangle ring beam respectively, for bearing vertical pressure.
- It is 6. according to claim 1 from hoisting type steel structure slipping measure support, it is characterised in that short described in adjacent two Fixed transverse rod is gone back between column, to increase the stability that the landing beam adjusts section.
- It is 7. according to claim 1 from hoisting type steel structure slipping measure support, it is characterised in that described standard knot is Several, several standard knots are sequentially connected from top to bottom, are connected positioned at nethermost standard knot with base, positioned at uppermost Standard knot and landing beam adjustment section connection.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720333960.9U CN206646835U (en) | 2017-03-31 | 2017-03-31 | It is a kind of from hoisting type steel structure slipping measure support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720333960.9U CN206646835U (en) | 2017-03-31 | 2017-03-31 | It is a kind of from hoisting type steel structure slipping measure support |
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| CN206646835U true CN206646835U (en) | 2017-11-17 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915228A (en) * | 2018-09-17 | 2018-11-30 | 山西建筑工程集团有限公司 | Assembled can have enough to meet the need heavy lattice and promote steelframe |
| CN110792265A (en) * | 2019-10-31 | 2020-02-14 | 中建六局第三建筑工程有限公司 | Integral synchronous jacking equipment for large-span combined type overweight eccentric slope angle steel structure |
| CN111005574A (en) * | 2019-12-18 | 2020-04-14 | 徐州中煤（宁夏）钢结构建设有限公司 | Swing type jacking frame |
| CN113668365A (en) * | 2021-08-17 | 2021-11-19 | 李雨晴 | Adjustable bridge support |
| CN115370110A (en) * | 2022-08-22 | 2022-11-22 | 战书东 | Assembled steel structure support convenient to installation |
-
2017
- 2017-03-31 CN CN201720333960.9U patent/CN206646835U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915228A (en) * | 2018-09-17 | 2018-11-30 | 山西建筑工程集团有限公司 | Assembled can have enough to meet the need heavy lattice and promote steelframe |
| CN110792265A (en) * | 2019-10-31 | 2020-02-14 | 中建六局第三建筑工程有限公司 | Integral synchronous jacking equipment for large-span combined type overweight eccentric slope angle steel structure |
| CN110792265B (en) * | 2019-10-31 | 2021-08-06 | 中建六局安装工程有限公司 | Integral synchronous jacking equipment for large-span combined type overweight eccentric slope angle steel structure |
| CN111005574A (en) * | 2019-12-18 | 2020-04-14 | 徐州中煤（宁夏）钢结构建设有限公司 | Swing type jacking frame |
| CN113668365A (en) * | 2021-08-17 | 2021-11-19 | 李雨晴 | Adjustable bridge support |
| CN115370110A (en) * | 2022-08-22 | 2022-11-22 | 战书东 | Assembled steel structure support convenient to installation |
| CN115370110B (en) * | 2022-08-22 | 2023-11-24 | 战书东 | Assembled steel structure support convenient to installation |
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