CN209635719U - A kind of major diameter double steel bar cage decentralization suspender - Google Patents
A kind of major diameter double steel bar cage decentralization suspender Download PDFInfo
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- CN209635719U CN209635719U CN201920459630.3U CN201920459630U CN209635719U CN 209635719 U CN209635719 U CN 209635719U CN 201920459630 U CN201920459630 U CN 201920459630U CN 209635719 U CN209635719 U CN 209635719U
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- main hanging
- lacing wire
- hanging beam
- major diameter
- bar cage
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Abstract
A kind of major diameter double steel bar cage decentralization suspender.The utility model relates to technical field of bridge engineering.The problem of the utility model is that the existing reinforcing bar cage hoisting downward putting device stability of solution is poor, and bearing capacity is low, and steel reinforcement cage is be easy to cause to deform.The utility model includes two main hanging beams, two junction steel plates and four lacing wire beams, the middle part horizontal directions of two main hanging beams pitch setting, it is respectively connected with a junction steel plate respectively on two end faces up and down of two main hanging beam intersection points, one end of each lacing wire beam is affixed with a main hanging beam respectively, the other end of each lacing wire beam is affixed with another main hanging beam respectively, four lacing wire beams are arranged in rectangle, the both ends of each main hanging beam upper surface are respectively symmetrically arranged with a upper lifting lug respectively, and the both ends of each main hanging beam lower end surface are respectively symmetrically arranged with a lower lifting lug respectively.The utility model is used for the lifting of steel reinforcement cage.
Description
Technical field
The utility model relates to technical field of bridge engineering, and in particular to a kind of major diameter double steel bar cage decentralization suspender.
Background technique
At present in large bridge construction, using more and more extensive, large pile foundation design necessarily causes large pile foundation
The increase of steel reinforcement cage size and weight, reinforcing bar cage hoisting decentralization when, should guarantee that steel reinforcement cage is indeformable, again convenient for lifting and
Cycle operation, and existing major diameter double steel bar cage, in hoisting process, since stability is poor, bearing capacity is low, is easy to make
At the deformation of steel reinforcement cage.
Utility model content
The utility model is that the existing reinforcing bar cage hoisting downward putting device stability of solution is poor, and bearing capacity is low, be easy to cause steel
The problem of muscle cage deforms, and then propose a kind of major diameter double steel bar cage decentralization suspender.
The utility model adopts the technical scheme that solve above-mentioned technical problem: the utility model includes that two masters hang
The middle part horizontal directions of beam, two junction steel plates and four lacing wire beams, two main hanging beams pitch setting, two main hanging beam intersection points
Two end faces up and down on be respectively connected with a junction steel plate respectively, one end of each lacing wire beam is solid with a main hanging beam respectively
It connects, the other end of each lacing wire beam is affixed with another main hanging beam respectively, and four lacing wire beams are arranged in rectangle, on each main hanging beam
The both ends of end face are respectively symmetrically arranged with a upper lifting lug respectively, and the both ends of each main hanging beam lower end surface are respectively symmetrically arranged under one respectively
Lifting lug.
The beneficial effects of the utility model are:
In the utility model when transferring steel reinforcement cage, suspender is hung on the hook of lifting appliance with wirerope, and steel reinforcement cage is used
Wirerope is hung on the lower lifting lug of suspender, is lifted by crane and is transferred, and the structure of suspender is simple, and stability is strong, highly-safe, is avoided
Steel reinforcement cage discontinuity is deformed, and the service life of steel reinforcement cage can extend 35% or more, greatly reduce because of steel reinforcement cage
The artificial amount of deformation and generation, save the cost.It is particularly suitable for major diameter double steel bar cage.
Detailed description of the invention
Fig. 1 is the integrally-built top view of the utility model；
Fig. 2 is the left view of Fig. 1；
Fig. 3 is the bottom view of Fig. 1.
Specific embodiment
Specific embodiment 1: illustrate in conjunction with Fig. 1 to Fig. 3, under a kind of major diameter double steel bar cage described in present embodiment
Putting suspender includes two main hanging beams, 1, two junction steel plate 2 and four lacing wire beams 3, in the middle part horizontal direction of two main hanging beams 1
It is arranged in a crossed manner, it is respectively connected with a junction steel plate 2, each lacing wire beam 3 respectively on two end faces up and down of two main 1 intersection points of hanging beam
One end it is affixed with a main hanging beam 1 respectively, the other end of each lacing wire beam 3 is affixed with another main hanging beam 1 respectively, four drawing
Muscle beam 3 is arranged in rectangle, and the both ends of each main 1 upper surface of hanging beam are respectively symmetrically arranged with a upper lifting lug 4, each main hanging beam 1 respectively
The both ends of lower end surface are respectively symmetrically arranged with a lower lifting lug 5 respectively.
When transferring steel reinforcement cage, suspender is hung on the hook of lifting appliance by upper lifting lug 4 with wirerope, steel reinforcement cage steel wire
Rope is hung on the lower lifting lug of suspender, is avoided steel reinforcement cage discontinuity and is deformed, junction steel plate 2 plays the work of fixed structure
With.Upper lifting lug 4 and lower lifting lug 5 are the hinges connected between lifting equipment and steel reinforcement cage, unified using force structure after the suspender,
Structure power transmission in stress is uniform.In decentralization process, four node counter-force of steel reinforcement cage acts on the quadrangle of suspender always, by hanging
Has skeleton, that is, 1 bearing distribution of main hanging beam, steel reinforcement cage counter-force is fallen by suspender distribution, to substantially reduce the eccentric force of steel reinforcement cage
Square keeps structure safer.
Main hanging beam 1 and lacing wire beam 3 combine in present embodiment, and two main hanging beams 1 and each lacing wire beam 3 can form
One triangle forms entire suspender by the splicing of multiple triangles, since triangle has stability, so enhancing entire
The overall stability of suspender.
Specific embodiment 2: illustrating in conjunction with Fig. 1 to Fig. 3, the lower end of main hanging beam 1 and lacing wire beam 3 described in present embodiment
Face is coplanar.Other compositions and connection type are same as the specific embodiment one.It is designed in this way the mean forced for being easy to implement suspender.
Specific embodiment 3: illustrating in conjunction with Fig. 1 to Fig. 3, the company between adjacent main 1 endpoint of hanging beam described in present embodiment
The figure of line composition is rectangle.Other compositions and connection type are the same as one or two specific embodiments.
Being designed in this way main hanging beam 1 is rectangular diagonal line, and main hanging beam 1 plays the role of stress frame, by rectangle
Diagonal line arrangement is that it is equally loaded in order to make, and hangs muscle is made to be scattered in two sides, convenient for construction.
In present embodiment, for the stress equalization for guaranteeing suspender entirety, four lacing wire beams 3 can be rectangle setting.Make
Entire suspender figure in a center of symmetry.
Specific embodiment 4: illustrating in conjunction with Fig. 1 to Fig. 3, upper lifting lug 4 is arranged in lower lifting lug 5 described in present embodiment
Underface.Other compositions and connection type are the same as the specific implementation mode 3.
It is designed in this way the conduction that can reduce power, will overcome suffered by lower lifting lug 5 possible is directly passed to lifting appliance.
Specific embodiment 5: illustrating in conjunction with Fig. 1 to Fig. 3, main hanging beam 1 described in present embodiment is the master of I-steel production
Hanging beam.Other compositions and connection type are the same as the specific implementation mode 1,2 or 4.
Main hanging beam 1 in present embodiment can also be made by the channel steel that two notches are oppositely arranged.
Two main hanging beams 1 during the installation process, can be cut with slot at the middle part of a main hanging beam 1 in present embodiment
Mouthful, then the middle part of another main hanging beam 1 is inserted into notch, is then welded at notch, intersection is thus spliced into
Shape；The middle part of one of them main hanging beam 1 can also be cut off, form the identical short beam of two length, it then will be each short
One end of beam is affixed with the middle part of another main hanging beam 1 respectively, and two short beams are collinearly arranged, and is thus spliced into the shape of intersection.
Specific embodiment 6: illustrating in conjunction with Fig. 1 to Fig. 3, sliding lacing wire beam 3 described in present embodiment is the drawing of channel steel production
The notch of muscle beam, lacing wire beam 3 is arranged outward.Other compositions and connection type are identical as specific embodiment five.
Specific embodiment 7: illustrating in conjunction with Fig. 1 to Fig. 3, the shape of junction steel plate 2 described in present embodiment is rectangle,
Four angles of junction steel plate 2 are respectively and fixedly connected on main hanging beam 1.Other compositions and connection type and specific embodiment one, two, four
Or six is identical.It is designed in this way the integral strength of enhancing suspender.
Specific embodiment 8: illustrate in conjunction with Fig. 1 to Fig. 3, between the described two main hanging beams 1 of present embodiment, main hanging beam 1
It is that welding is affixed between lacing wire beam 3 and main hanging beam 1 between junction steel plate 2.Other compositions and connection type and specific reality
It is identical to apply mode seven.
Specific embodiment 9: illustrating in conjunction with Fig. 1 to Fig. 3, the deck-siding of main hanging beam 1 described in present embodiment is 30cm, is drawn
The deck-siding of muscle beam 3 be 20cm, junction steel plate 2 with a thickness of 2cm.Other compositions and connection type and eight phase of specific embodiment
Together.
Working principle
When transferring steel reinforcement cage, suspender is hung on the hook of lifting appliance by upper lifting lug 4 with wirerope, steel reinforcement cage steel wire
Rope is hung on the lower lifting lug of suspender, is avoided steel reinforcement cage discontinuity and is deformed, junction steel plate 2 plays the work of fixed structure
With.Upper lifting lug 4 and lower lifting lug 5 are the hinges connected between lifting equipment and steel reinforcement cage, unified using force structure after the suspender,
Structure power transmission in stress is uniform.In decentralization process, four node counter-force of steel reinforcement cage acts on the quadrangle of suspender always, by hanging
Has skeleton, that is, 1 bearing distribution of main hanging beam, steel reinforcement cage counter-force is fallen by suspender distribution, to substantially reduce the eccentric force of steel reinforcement cage
Square keeps structure safer.
Claims (9)
1. a kind of major diameter double steel bar cage transfers suspender, it is characterised in that: a kind of major diameter double steel bar cage decentralization is hung
Tool includes two main hanging beams (1), two junction steel plates (2) and four lacing wire beams (3), the middle part level side of two main hanging beams (1)
It is arranged in a crossed manner upwards, it is respectively connected with a junction steel plate (2) respectively on two end faces up and down of two main hanging beam (1) intersection points, often
One end of a lacing wire beam (3) is affixed with a main hanging beam (1) respectively, and the other end of each lacing wire beam (3) is led with another respectively
Hanging beam (1) is affixed, and four lacing wire beams (3) are arranged in rectangle, and the both ends of each main hanging beam (1) upper surface are respectively symmetrically arranged with one respectively
The both ends of a upper lifting lug (4), each main hanging beam (1) lower end surface are respectively symmetrically arranged with a lower lifting lug (5) respectively.
2. a kind of major diameter double steel bar cage transfers suspender according to claim 1, it is characterised in that: the main hanging beam (1)
It is coplanar with the lower end surface of lacing wire beam (3).
3. a kind of major diameter double steel bar cage according to claim 1 or claim 2 transfers suspender, it is characterised in that: the adjacent master
The figure of line composition between hanging beam (1) endpoint is rectangle.
4. a kind of major diameter double steel bar cage transfers suspender according to claim 3, it is characterised in that: the lower lifting lug (5)
Underface in upper lifting lug (4) is set.
5. a kind of according to claim 1,2 or 4 major diameter double steel bar cage decentralization suspender, it is characterised in that: the master hangs
Beam (1) is the main hanging beam of I-steel production.
6. a kind of major diameter double steel bar cage transfers suspender according to claim 5, it is characterised in that: the lacing wire beam (3)
For the lacing wire beam of channel steel production, the notch of lacing wire beam (3) is arranged outward.
7. a kind of according to claim 1, the major diameter double steel bar cage decentralization suspender of 2,4 or 6, it is characterised in that: the company
The shape for connecing steel plate (2) is rectangle, and four angles of junction steel plate (2) are respectively and fixedly connected on main hanging beam (1).
8. a kind of major diameter double steel bar cage transfers suspender according to claim 7, it is characterised in that: described two main hanging beams
It (1) is that welding is affixed between lacing wire beam (3) and main hanging beam (1) between, between main hanging beam (1) and junction steel plate (2).
9. a kind of major diameter double steel bar cage transfers suspender according to claim 8, it is characterised in that: the main hanging beam (1)
Deck-siding be 30cm, the deck-siding of lacing wire beam (3) is 20cm, junction steel plate (2) with a thickness of 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920459630.3U CN209635719U (en) | 2019-04-04 | 2019-04-04 | A kind of major diameter double steel bar cage decentralization suspender |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920459630.3U CN209635719U (en) | 2019-04-04 | 2019-04-04 | A kind of major diameter double steel bar cage decentralization suspender |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209635719U true CN209635719U (en) | 2019-11-15 |
Family
ID=68497416
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920459630.3U Active CN209635719U (en) | 2019-04-04 | 2019-04-04 | A kind of major diameter double steel bar cage decentralization suspender |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209635719U (en) |
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2019
- 2019-04-04 CN CN201920459630.3U patent/CN209635719U/en active Active
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