CN207903746U - A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting - Google Patents
A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting Download PDFInfo
- Publication number
- CN207903746U CN207903746U CN201820323194.2U CN201820323194U CN207903746U CN 207903746 U CN207903746 U CN 207903746U CN 201820323194 U CN201820323194 U CN 201820323194U CN 207903746 U CN207903746 U CN 207903746U
- Authority
- CN
- China
- Prior art keywords
- girder
- precast
- truss principal
- steel reinforcement
- integral 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of device for Precast T-Beam framework of steel reinforcement integral hoisting, including truss principal and erecting by overhang, the erecting by overhang includes the steel wire rope for being symmetricly set on truss principal middle part and both sides, several suspension centres and suspender being arranged below truss principal, the suspender is set at suspension centre, it is connect with the truss principal, the truss principal includes horizontally disposed first girder, the second girder and third girder, three horizontal girders are isometric, and wherein third girder is set to above the plane that the first girder and the second girder are constituted；Several supporting beams disposed in parallel are provided between adjacent two horizontal girder, the supporting beam that corresponding position is arranged between first girder, the second girder and third girder is end to end, triangle.Device provided by the utility model greatly reduces the weight of shoulder pole girder itself, reduces the burden to hanging in use, improves the practicability of lifting efficiency and device.
Description
Technical field
The utility model is related to reinforcement skeleton integral hoisting device for rapid, and in particular to one kind is whole for Precast T-Beam framework of steel reinforcement
The device of body lifting.
Background technology
With the raising that construction standardization requires, standardization beam prefabricated T is also higher and higher, the processing to T beam steels
It is gradually converted to batch production, factorial construction requires Precast T-Beam framework of steel reinforcement Integral lifting, installation.It is currently used for T joist steel muscles and bones
The device of frame integral hoisting uses shoulder pole girder construction, shoulder pole girder to be welded using I-steel, and dead weight is larger, more stupid
Weight, reduces the efficiency of lifting so that construction speed is affected.
Invention content
Goal of the invention：The utility model aim is that existing shoulder pole girder own wt is overcome to ensure the burden of hanging
Under the premise of Hoisting Security coefficient, a kind of device for Precast T-Beam framework of steel reinforcement integral hoisting is provided, the effect of lifting is improved
Rate improves the practicability of device.
Technical solution：A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting described in the utility model, including load-bearing
Truss and erecting by overhang, the erecting by overhang include the steel wire rope for being symmetricly set on truss principal middle part and both sides, are arranged and are holding
Several suspension centres and suspender below weight truss, the suspender are set at suspension centre, are connect with the truss principal.The load-bearing
Truss includes horizontally disposed first girder, the second girder and third girder, and three horizontal girders are isometric, and wherein third girder is set
It is placed in above the plane that the first girder and the second girder are constituted；It is disposed in parallel it to be provided with several between adjacent two horizontal girder
Supporting beam, the supporting beam that corresponding position is arranged between first girder, the second girder and third girder is end to end, constitutes three
It is angular.
Further preferably technical solution is the utility model：The suspension centre be set to the first girder, on the second girder with
The node location of supporting beam.
Preferably, the truss principal is additionally provided with reinforcement diagonal brace.
Preferably, the suspender includes hanging ring, chain and suspension hook, and the suspender passes through suspension centre by hanging ring, held with described
Weight truss connection.
Preferably, the hanging ring is high intensity seamless alloy hoop, and the chain is high-test chain, and the suspension hook is that band is anti-
Off card suspension hook.
Preferably, the steel wire rope is set to the middle part and both sides of the third girder of the truss principal.
Advantageous effect：Device provided by the utility model for Precast T-Beam framework of steel reinforcement integral hoisting is according to triangle
Stability, by the skeleton structure of whole device truss principal using triangular construction weld, dimensions it is identical, ensure not
Under the premise of reducing Hoisting Security coefficient, the weight of shoulder pole girder itself is greatly reduced, is reduced in use to hanging
Burden, solve the problems, such as that shoulder pole girder itself is heavy in the prior art, improve the practicability of lifting efficiency and device, have
Larger economic benefit.
Description of the drawings
Fig. 1 is the structural schematic diagram of hanging apparatus described in the utility model.
Fig. 2 is the structural schematic diagram of suspender described in the utility model.
In figure：The first girders of 1-, the second girders of 2-, 3- third girders, 4- supporting beams, 5- reinforce diagonal brace, 6- steel wire ropes, 7-
Suspension centre, 8- suspenders, 9- alloy hanging rings, 10- chains, 11- suspension hooks.
Specific implementation mode
Technical solutions of the utility model are described in detail below by attached drawing, but the scope of protection of the utility model
It is not limited to the embodiment.
Embodiment：A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting, including truss principal and erecting by overhang,
Truss principal includes horizontally disposed first girder 1, the second girder 2 and third girder 3, and three horizontal girders are isometric, wherein the
Three girders 3 are set to above the plane that the first girder 1 and the second girder 2 are constituted；It is provided between adjacent two horizontal girder several
A supporting beam disposed in parallel 4, the supporting beam 4 that corresponding position is arranged between the first girder 1, the second girder 2 and third girder 3 are first
Tail connects, triangle.Truss principal, which is additionally provided with, reinforces diagonal brace 5.
Erecting by overhang includes steel wire rope 6 of 3 middle part of third girder with both sides for being symmetricly set on truss principal, is arranged and is holding
Several suspension centres 7 below weight truss and suspender 8.Suspension centre 7 is set to the first girder 1, the section on the second girder 2 with supporting beam 4
Point position.For suspender 8 including high intensity seamless alloy hoop 9, high-test chain 10 with Anti-release clamp suspension hook 11, suspender 8 passes through hanging ring 9
Across suspension centre 7, it is connect with truss principal.
The present embodiment provides the mounting means of device：
Shown in Fig. 1,3 horizontal girders use the zinc-plated seamless steel pipes of D60, and supporting beam 4 uses between every two steel pipes
Steel plate, for reinforcing；The soldering opening section dislocation of 3 steel pipes reinforces diagonal brace 5 and uses D50 seamless steel pipes, triangular construction weldering
It connects, each welding promise welding quality, in the pad mounting hanger 8 of the first girder 1, the second girder 2 that land, in shoulder pole
3 midpoint of back third girder and two-port install steel wire rope 6 respectively, hang over normal use in hanging.
As described above, although the utility model has been indicated and described with reference to specific preferred embodiment, it must not
It is construed to the limitation to the utility model itself.In the spirit and scope for not departing from the utility model that appended claims define
Under the premise of, it can various changes can be made in the form and details to it.
Claims (6)
1. a kind of device for Precast T-Beam framework of steel reinforcement integral hoisting, including truss principal and erecting by overhang, the hanging dress
It sets including the steel wire rope for being symmetricly set on truss principal middle part and both sides, several suspension centres being arranged below truss principal and hangs
Tool, the suspender are set at suspension centre, are connect with the truss principal, which is characterized in that the truss principal is set including level
The first girder, the second girder and the third girder set, three horizontal girders are isometric, wherein third girder be set to the first girder and
Above the plane that second girder is constituted；It is provided with several supporting beams disposed in parallel between adjacent two horizontal girder, described
The supporting beam that corresponding position is arranged between one girder, the second girder and third girder is end to end, triangle.
2. the device according to claim 1 for Precast T-Beam framework of steel reinforcement integral hoisting, which is characterized in that described to hang
Point is set to the first girder, the node location on the second girder with supporting beam.
3. the device according to claim 1 for Precast T-Beam framework of steel reinforcement integral hoisting, which is characterized in that described to hold
Weight truss is additionally provided with reinforcement diagonal brace.
4. the device according to claim 1 for Precast T-Beam framework of steel reinforcement integral hoisting, which is characterized in that described to hang
Tool includes hanging ring, chain and suspension hook, and the suspender passes through suspension centre by hanging ring, connect with the truss principal.
5. the device according to claim 4 for Precast T-Beam framework of steel reinforcement integral hoisting, which is characterized in that described to hang
Ring is high intensity seamless alloy hoop, and the chain is high-test chain, and the suspension hook is band Anti-release clamp suspension hook.
6. the device according to claim 1 for Precast T-Beam framework of steel reinforcement integral hoisting, which is characterized in that the steel
Cord is set to the middle part and both sides of the third girder of the truss principal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820323194.2U CN207903746U (en) | 2018-03-09 | 2018-03-09 | A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820323194.2U CN207903746U (en) | 2018-03-09 | 2018-03-09 | A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207903746U true CN207903746U (en) | 2018-09-25 |
Family
ID=63558880
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820323194.2U Active CN207903746U (en) | 2018-03-09 | 2018-03-09 | A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207903746U (en) |
-
2018
- 2018-03-09 CN CN201820323194.2U patent/CN207903746U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100549348C (en) | Construction method for hanging wide span arcuated open-web beam | |
| CN202080812U (en) | Dedicated sling system for large-scaled reinforcing cage | |
| CN201240771Y (en) | System for hoisting reinforcement cage | |
| CN201172574Y (en) | Precast beam reinforced bar hoisting rack | |
| CN204000816U (en) | The efficient installation system of vertical ship lift large-sized concrete counterweight block | |
| CN106395605B (en) | A kind of nuclear power plant steel lining module Lift-on/Lift-off System | |
| CN201901516U (en) | Detachable steel structural hoisting fixture | |
| CN104120702B (en) | The efficient installation system of vertical ship lift large-sized concrete counterweight block and mounting method thereof | |
| CN103663144A (en) | Special turnover device used for steel members | |
| CN207903746U (en) | A kind of device for Precast T-Beam framework of steel reinforcement integral hoisting | |
| CN208648548U (en) | A kind of suspender for handling U-shaped beam reinforcement cages | |
| CN202967862U (en) | Lifting appliance for beam channel reinforcement cage | |
| CN205170161U (en) | Precast beam board framework of steel reinforcement hoist | |
| CN206735623U (en) | Framework of steel reinforcement hanging apparatus | |
| CN210002233U (en) | Hoisting system suitable for suspension bridge steel structure bridge deck system | |
| CN209367607U (en) | A kind of mounting structure that people's goods elevator attached wall lengthening rods are fixed | |
| CN221165580U (en) | Lifting appliance suitable for plate girder and box girder | |
| CN106480824B (en) | A kind of handling method of cable wire tower | |
| CN112777484A (en) | Hoisting method of goods shelf | |
| CN206328690U (en) | A kind of big discrepancy in elevation, large span stiff skeleton external wrapping concrete template construction equipment | |
| CN213202065U (en) | Prefabricated T roof beam framework of reinforcement hoist and mount gallows | |
| CN205023729U (en) | Gallows frame | |
| CN213171077U (en) | Iron carrying pole for hoisting | |
| CN216072688U (en) | Integral hoisting tool for bottom web top steel bar framework of hollow slab beam | |
| CN211521358U (en) | Hoist for prefabricated hollow slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |