CN206328045U - A kind of steel structure truss self adaptation hoisting structure - Google Patents
A kind of steel structure truss self adaptation hoisting structure Download PDFInfo
- Publication number
- CN206328045U CN206328045U CN201621429347.9U CN201621429347U CN206328045U CN 206328045 U CN206328045 U CN 206328045U CN 201621429347 U CN201621429347 U CN 201621429347U CN 206328045 U CN206328045 U CN 206328045U
- Authority
- CN
- China
- Prior art keywords
- steel
- slide rail
- hoisting
- truss
- steel structure
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 57
- 239000010959 steel Substances 0.000 title claims abstract description 57
- 230000006978 adaptation Effects 0.000 title claims abstract description 10
- 239000000725 suspension Substances 0.000 claims abstract description 16
- 230000006378 damage Effects 0.000 abstract description 5
- 238000005299 abrasion Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of steel structure truss self adaptation hoisting structure, the hoisting structure includes sliding panel, slide rail, link, bail；Steel structure truss is treats suspension bracket, and suspension hook is connected by steel wire rope with hoisting structure, and hoisting structure is arranged on the two bottom sides of steel structure truss；The utility model can effectively reduce the abrasion of steel wire rope, it is ensured that the not compact destruction of precast beam concrete roof, and this hoisting structure is simple, effectively, safe and reliable.Dynamic plate of the present utility model plays pressure-bearing effect with slide rail, prevents steel structure truss local pressure, it is ensured that the stability of its stress, while also reducing the destroyed possibility of steel structure truss.Between sliding panel and slide rail, the adjustment structure of self adaptation is constituted between steel wire rope and bail, the convenient position to suspension centre is controlled, reduce cost, lifting security.
Description
Technical field
The utility model is directed to a kind of Universal hanger of the steel structure truss in erection process, can preferably transmit power, protects
Protect steel structure truss, eliminate because suspender is improper destroy steel structure truss or damage steel wire rope the problem of；Belong to steel construction purlin
Frame hoisting technology field.
Background technology
At present, known steel structure truss lifting institute is all to be located at fixed position, suspender hoisting point position using suspender suspension centre
It can not freely be adjusted for the width and size of different steel structure truss, cause steel wire rope easily to damage, and be easily destroyed steel knot
Structure truss.
Utility model content
In order to overcome existing suspender suspension centre effectively to adapt to the shortcoming of different steel structure truss width and size, this practicality
A kind of new suspender of offer, the suspender can reach according to the steel structure truss width adjust automatically suspender hoisting point position of lifting
Self-balancing, can effectively protect steel wire rope injury-free, protect the entirety of steel structure truss not to be extruded destruction.
To achieve the above object, the technical solution adopted in the utility model is that a kind of steel structure truss self adaptation lifts knot
Structure, the hoisting structure includes sliding panel 2, slide rail 3, link 4, bail 5；Steel structure truss 1 is treats suspension bracket, and suspension hook 6 passes through steel
Cord 7 is connected with hoisting structure, and hoisting structure is arranged on the two bottom sides of steel structure truss 1；The symmetrical bind of slide rail 3 is in steel construction
Link 4, balance and stably of the link 4 to ensure slide rail 3 are provided between the two bottom sides of truss 1, slide rail 3；Sliding panel 2 with
Slide rail 3 is equidistantly fixed on the bottom of sliding panel 2 by the sliding connection in horizontal direction, each bail 5.
Lifting angle between steel wire rope 7 and vertical direction is 0 ° -35 °.
Lock-screw is provided between sliding panel 2 and slide rail 3.
The beneficial effects of the utility model are can to effectively reduce the abrasion of steel wire rope, it is ensured that precast beam top board coagulation
The not compact destruction of soil, this hoisting structure is simple, effectively, safe and reliable.
Dynamic plate of the present utility model and slide rail play pressure-bearing effect, prevent steel structure truss local pressure, it is ensured that its by
The stability of power, while also reducing the destroyed possibility of steel structure truss.
Between sliding panel and slide rail, the adjustment structure of self adaptation, the convenient position to suspension centre are constituted between steel wire rope and bail
Control is put, cost, lifting security is reduced.
Brief description of the drawings
Fig. 1 is the structure chart of the utility model device.
In figure：1st, steel structure truss；2nd, sliding panel；3rd, slide rail；4th, link；5th, bail；6th, suspension hook；7th, steel wire rope.
Embodiment
As shown in figure 1, a kind of steel structure truss self adaptation hoisting structure, the spacing of bail 5 is carried out according to 15-20cm spacing
Set, the hoisting structure includes sliding panel 2, slide rail 3, link 4, bail 5；Steel structure truss 1 is treats suspension bracket, and suspension hook 6 passes through
Steel wire rope 7 is connected with hoisting structure, and hoisting structure is arranged on the two bottom sides of steel structure truss 1；The symmetrical bind of slide rail 3 is in steel knot
Link 4, balance and stably of the link 4 to ensure slide rail 3 are provided between the two bottom sides of structure truss 1, slide rail 3；Sliding panel 2
With slide rail 3 by the sliding connection in horizontal direction, each bail 5 is equidistantly fixed on the bottom of sliding panel 2.
The specific implementation step of the hoisting structure is as follows,
By steel wire rope from the pocket of steel structure truss bottom, steel wire rope two ends are respectively fitted on suspension hook 6, by adjusting slide rail
3rd, the cooperation position between link 4, the angle between adjusting lift hook 6 and steel wire rope 7 and steel structure truss 1；Steel wire rope 7 is installed
When, it is ensured that in the symmetrical of two suspension hooks 6, according to the size of steel structure truss, selection is set as card in suitable hang in angular region
Card contact between nail 5 and steel wire rope 7.
When 1 liang of card contact of steel structure truss is respectively mounted and after fix in position, lifting appliance control suspension hook 6 is lifted, and is completed
Hang process.
Claims (3)
1. a kind of steel structure truss self adaptation hoisting structure, it is characterised in that：The hoisting structure includes sliding panel (2), slide rail
(3), link (4), bail (5)；Steel structure truss (1) is treats suspension bracket, and suspension hook (6) is connected by steel wire rope (7) and hoisting structure
Connect, hoisting structure is arranged on the two bottom sides of steel structure truss (1)；The symmetrical bind of slide rail (3) is in steel structure truss (1) bottom two
Link (4), balance and stably of the link (4) to ensure slide rail (3) are provided between side, slide rail (3)；Sliding panel (2) with
Slide rail (3) is equidistantly fixed on the bottom of sliding panel (2) by the sliding connection in horizontal direction, each bail (5).
2. a kind of steel structure truss self adaptation hoisting structure according to claim 1, it is characterised in that：Steel wire rope (7) with
Lifting angle between vertical direction is 0 ° -35 °.
3. a kind of steel structure truss self adaptation hoisting structure according to claim 1, it is characterised in that：Sliding panel (2) with
Lock-screw is provided between slide rail (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621429347.9U CN206328045U (en) | 2016-12-24 | 2016-12-24 | A kind of steel structure truss self adaptation hoisting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621429347.9U CN206328045U (en) | 2016-12-24 | 2016-12-24 | A kind of steel structure truss self adaptation hoisting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206328045U true CN206328045U (en) | 2017-07-14 |
Family
ID=59291665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621429347.9U Expired - Fee Related CN206328045U (en) | 2016-12-24 | 2016-12-24 | A kind of steel structure truss self adaptation hoisting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206328045U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108557632A (en) * | 2017-12-14 | 2018-09-21 | 江苏科技大学 | Loader-digger digging arm assembles lifting tooling |
-
2016
- 2016-12-24 CN CN201621429347.9U patent/CN206328045U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108557632A (en) * | 2017-12-14 | 2018-09-21 | 江苏科技大学 | Loader-digger digging arm assembles lifting tooling |
| CN108557632B (en) * | 2017-12-14 | 2019-11-19 | 江苏科技大学 | Loader-digger digging arm assembles lifting tooling |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170714 |