CN220165601U - Shear type hoisting structure of different-span prestressed concrete steel pipe truss superimposed sheet - Google Patents
Shear type hoisting structure of different-span prestressed concrete steel pipe truss superimposed sheet Download PDFInfo
- Publication number
- CN220165601U CN220165601U CN202321638252.8U CN202321638252U CN220165601U CN 220165601 U CN220165601 U CN 220165601U CN 202321638252 U CN202321638252 U CN 202321638252U CN 220165601 U CN220165601 U CN 220165601U
- Authority
- CN
- China
- Prior art keywords
- prestressed concrete
- superimposed sheet
- steel pipe
- pipe truss
- hoisting
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000011513 prestressed concrete Substances 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 229910001220 stainless steel Inorganic materials 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 6
- 238000010008 shearing Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Load-Engaging Elements For Cranes (AREA)
Abstract
The utility model provides a shear type hoisting structure of a prestressed concrete steel pipe truss superimposed sheet with different spans, which comprises a shear type telescopic hanging frame, wherein two ends of the shear type telescopic hanging frame are welded with a connecting rod, the other ends of the connecting rod are welded with a flat end plate, the bottom of the end plate is welded with a plurality of hanging hooks, the top of the end plate is welded and fixed with a plurality of hanging rings, each hanging ring is connected with an auxiliary hanging rope, and the other ends of all the auxiliary hanging ropes are connected with a main hanging rope. When the hoisting structure designed by the utility model is used, the shearing type telescopic hanging frame can be adjusted according to different spans of the prestressed concrete superimposed sheet, so that the distance between the two end plates is adjusted, the hanging hooks at the bottoms of the two end plates are used for hooking the keel steel bar trusses of the large-span prestressed concrete superimposed sheet, the main hanging rope is connected with the hoisting device, and the hoisting device is started to realize hoisting of the prestressed concrete steel pipe truss superimposed sheet with different spans.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a shear type hoisting structure of a prestressed concrete steel pipe truss superimposed sheet with different spans.
Background
The prestressed concrete steel pipe truss superimposed sheet is prefabricated by cement, aggregate, additive, prestressing force reinforcing bar etc. and forms, and one side of superimposed sheet is equipped with the slot in order to strengthen the cohesiveness, when pouring upper concrete, the connecting piece and the reinforcing bar and the concrete of composite construction prestressed superimposed sheet fuse as an organic whole, reach the firm effect of cementation. When the prestressed concrete steel pipe truss superimposed sheet is used on a building site, a crane is often required to be used for lifting the prestressed concrete superimposed sheet to a high place for construction, and a professional lifting structure and a lifting method are required to be used for lifting the prestressed concrete steel pipe truss superimposed sheet, but the design of the lifting structure of the conventional prestressed concrete steel pipe truss superimposed sheet is limited, so that only the small-span prestressed concrete steel pipe truss superimposed sheet can be lifted, the span sizes of a plurality of prestressed concrete steel pipe truss superimposed sheets are different, the lifting structure of the conventional prestressed concrete steel pipe truss superimposed sheet cannot flexibly adjust the distance of a lifting hook according to the specific size, and the use is inconvenient.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model provides a shear type hoisting structure of a prestressed concrete steel pipe truss superimposed sheet with different spans, and solves the problems of unadjustable distance of a lifting hook, inconvenient use and the like of the traditional hoisting structure.
The present utility model achieves the above technical object by the following means.
The utility model provides a cut formula hoisting structure of different span prestressed concrete steel pipe truss superimposed sheet, includes but cut scalable gallows, but cut scalable gallows both ends equal welded connection of one connecting rod, the equal welded connection of connecting rod other end has the end plate, and equal welded connection of end plate bottom has a plurality of lifting hooks, and equal welded connection of end plate top has a plurality of rings, and every rings all are connected with an auxiliary lifting rope, and the other end of all auxiliary lifting ropes all is connected with main lifting rope, and main lifting rope is connected with overhead hoist.
Further, the scissor type telescopic hanging frame is formed by hinging a plurality of steel long rods, and the length of the scissor type telescopic hanging frame can be freely telescopic and adjustable.
Further, the lifting hook and the lifting ring are both made of stainless steel.
Further, the number and the positions of the hanging rings are consistent with those of the hanging hooks.
Further, the auxiliary lifting rope and the main lifting rope are all woven by stainless steel wires, and the auxiliary lifting rope is welded with the main lifting rope.
Further, the end plate is of a flat plate structure, and the end plate is perpendicular to the connecting rod.
The utility model has the following beneficial effects:
according to the hoisting structure designed by the utility model, the shearing type telescopic hanging frame can be adjusted according to different spans of the prestressed concrete superimposed sheet during use, so that the distance between the two end plates is adjusted, the hanging hooks at the bottoms of the two end plates are used for hooking the keel steel bar trusses of the large-span prestressed concrete superimposed sheet, the main hoisting rope is connected with the hoisting device, and the hoisting device is started to hoist the main hoisting rope and the auxiliary hoisting rope, so that the hoisting of the prestressed concrete steel pipe truss superimposed sheet with different spans is realized, the adjustment is flexible, the use is convenient, the adaptability is better, and the hoisting structure can be widely applied to the prestressed concrete superimposed sheets with various span sizes.
Drawings
FIG. 1 is a schematic diagram of the front structure of a scissor lift structure according to the present utility model;
fig. 2 is a schematic side structural view of the scissor hoisting structure according to the present utility model.
In the figure: 1-a scissor type telescopic hanging bracket; 2-end plates; 3-lifting hooks; 4-hanging rings; 5-connecting rods; 6-auxiliary lifting ropes; 7-main lifting rope.
Detailed Description
The utility model will be further described with reference to the drawings and the specific embodiments, but the scope of the utility model is not limited thereto.
Referring to fig. 1 and 2, the shear type hoisting structure of the prestressed concrete steel pipe truss superimposed sheet with different spans comprises a shear type telescopic hoisting frame 1, an end plate 2, a lifting hook 3, a lifting ring 4, a connecting rod 5, an auxiliary lifting rope 6 and a main lifting rope 7.
Referring to fig. 1 and 2, a scissor-type telescopic hanger 1 is formed by hinging a plurality of steel long rods, and can freely stretch and retract to adjust the length; the two ends of the scissor type telescopic hanging bracket 1 are welded and connected with a connecting rod 5, the other ends of the connecting rod 5 are welded and connected with a flat plate-shaped end plate 2, and the end plate 2 is perpendicular to the connecting rod 5.
Referring to fig. 1 and 2, the bottom of the end plate 2 is welded and connected with a plurality of inward bent lifting hooks 3, the top of the end plate 2 is welded and fixed with a plurality of lifting rings 4, and the number and positions of the lifting rings 4 are consistent with those of the lifting hooks 3. Each hanging ring 4 is connected with an auxiliary hanging rope 6, the other ends of all the auxiliary hanging ropes 6 are connected with a main hanging rope 7, and in actual hanging construction, the main hanging rope 7 is connected with a hanging machine.
The lifting hook 3 and the lifting ring 4 are both made of stainless steel, are firm and durable, and have good corrosion resistance. The auxiliary lifting rope 6 and the main lifting rope 7 are woven by stainless steel wires, so that the auxiliary lifting rope is firm and durable, and has good corrosion resistance; the auxiliary lifting rope 6 is welded with the main lifting rope 7.
When the utility model is used for hoisting the prestressed concrete steel pipe truss superimposed sheet, the shear type telescopic hanging frame 1 can be adjusted according to the length of the prestressed concrete steel pipe truss superimposed sheet, so that the distance between the two end plates 2 is adjusted, the hanging hooks 3 at the bottoms of the two end plates 2 are used for hooking the keel steel bar trusses of the prestressed concrete steel pipe truss superimposed sheet, then the main hanging ropes 7 are connected with the hoisting device, and the hoisting operation of the prestressed concrete steel pipe truss superimposed sheet can be carried out by starting the hoisting device. The shearing type lifting structure designed by the utility model can flexibly adjust the distance of the lifting hook 3 according to the specific size of the prestressed concrete steel pipe truss superimposed sheet, and has more convenient use, stronger practicability and better adaptability.
The examples are preferred embodiments of the present utility model, but the present utility model is not limited to the above-described embodiments, and any obvious modifications, substitutions or variations that can be made by one skilled in the art without departing from the spirit of the present utility model are within the scope of the present utility model.
Claims (6)
1. The utility model provides a cut formula hoisting structure of different span prestressed concrete steel pipe truss superimposed sheet, a serial communication port, including cut scalable gallows (1), cut scalable gallows (1) both ends all welded connection have a connecting rod (5), connecting rod (5) other end all welded connection has end plate (2), end plate (2) bottom all welded connection has a plurality of lifting hooks (3), end plate (2) top all welded connection has a plurality of rings (4), every rings (4) all are connected with an auxiliary lifting rope (6), the other end of all auxiliary lifting ropes (6) all is connected with main lifting rope (7), main lifting rope (7) are connected with overhead hoist.
2. The shear type hoisting structure of the prestressed concrete steel pipe truss superimposed sheet with different spans according to claim 1, wherein the shear type telescopic hanging frame (1) is formed by hinging a plurality of steel long rods, and the length of the telescopic hanging frame can be freely telescopic and adjustable.
3. The shear type hoisting structure of the different-span prestressed concrete steel pipe truss superimposed sheet according to claim 1, wherein the lifting hook (3) and the lifting ring (4) are both made of stainless steel.
4. The shear type hoisting structure of the different-span prestressed concrete steel pipe truss superimposed sheet according to claim 1, wherein the number and the positions of the hoisting rings (4) are consistent with those of the lifting hooks (3).
5. The shear type hoisting structure of the different-span prestressed concrete steel pipe truss superimposed sheet according to claim 1, wherein the auxiliary hoisting ropes (6) and the main hoisting ropes (7) are all woven by stainless steel wires, and the auxiliary hoisting ropes (6) are welded with the main hoisting ropes (7).
6. The shear-type hoisting structure of the different-span prestressed concrete steel pipe truss superimposed sheet according to claim 1, wherein the end plate (2) is of a flat plate structure, and the end plate (2) is perpendicular to the connecting rod (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321638252.8U CN220165601U (en) | 2023-06-27 | 2023-06-27 | Shear type hoisting structure of different-span prestressed concrete steel pipe truss superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321638252.8U CN220165601U (en) | 2023-06-27 | 2023-06-27 | Shear type hoisting structure of different-span prestressed concrete steel pipe truss superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220165601U true CN220165601U (en) | 2023-12-12 |
Family
ID=89060919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321638252.8U Active CN220165601U (en) | 2023-06-27 | 2023-06-27 | Shear type hoisting structure of different-span prestressed concrete steel pipe truss superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220165601U (en) |
-
2023
- 2023-06-27 CN CN202321638252.8U patent/CN220165601U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN220165601U (en) | Shear type hoisting structure of different-span prestressed concrete steel pipe truss superimposed sheet | |
| CN212101636U (en) | Automatic tubular pile hoist | |
| CN211813046U (en) | Hoisting device of pi shaped steel mixes combination bridge girder steel | |
| CN214144786U (en) | A reinforcement auxiliary device for job site | |
| CN207030735U (en) | Prefabricated balcony lifts servicing unit | |
| CN215626205U (en) | Auxiliary crane device for ALC wallboard installation | |
| CN212924074U (en) | Non-embedded multifunctional lifting appliance for precast concrete beam | |
| CN211923466U (en) | Elevator shaft regularization operation platform | |
| CN111186763B (en) | Concrete block masonry member assembling construction method and construction device | |
| CN211499833U (en) | Novel hydraulic climbing type unloading platform matched with attached scaffold for use | |
| CN112324153A (en) | A reinforcement auxiliary device for job site | |
| CN215798053U (en) | Portable hoisting accessory | |
| CN218708598U (en) | Steel bar vertical hanging auxiliary structure for house building | |
| CN214243432U (en) | Novel prefabricated T roof beam reinforcing bar hoist and mount truss | |
| CN217478859U (en) | Building concrete prefabricated laminated slab lifting appliance | |
| CN217458589U (en) | Tower crane safety operation safety monitoring system | |
| CN214780230U (en) | Universal hanging bracket for prefabricated laminated slab | |
| CN220766249U (en) | Lifting appliance for building construction | |
| CN211850988U (en) | Hanging ring for steel structure net rack construction safety net | |
| CN217630932U (en) | Light-duty bench board of assembled prefabricated stair | |
| CN218323870U (en) | Die carrier system of section of pouring does not have pull rod | |
| CN216839004U (en) | Hoisting frame platform device for pier top cast-in-place section | |
| CN215048058U (en) | Hoisting tool for production and transportation of laminated slab bottom plate | |
| CN219384478U (en) | Precast beam template hoist | |
| CN208135745U (en) | Loop wheel machine retractable hanger |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |