CN217478842U - Bored concrete pile steel reinforcement cage gallows structure - Google Patents
Bored concrete pile steel reinforcement cage gallows structure Download PDFInfo
- Publication number
- CN217478842U CN217478842U CN202221656265.3U CN202221656265U CN217478842U CN 217478842 U CN217478842 U CN 217478842U CN 202221656265 U CN202221656265 U CN 202221656265U CN 217478842 U CN217478842 U CN 217478842U
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- Prior art keywords
- hook
- fixedly connected
- arc
- reinforcement cage
- steel reinforcement
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- Expired - Fee Related
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 238000013016 damping Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 230000002411 adverse Effects 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 7
- 238000005553 drilling Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 210000003205 muscle Anatomy 0.000 description 8
- 230000003139 buffering effect Effects 0.000 description 7
- 239000011435 rock Substances 0.000 description 7
- 230000035939 shock Effects 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses a drilling bored concrete pile steel reinforcement cage gallows structure, which belongs to the gallows structure field, comprising a steel reinforcement cage, a plurality of hooks are clamped at the upper end of the steel reinforcement cage, a rotary groove is arranged at the upper end of one side of the hook, a stop block is rotationally connected at the upper end of one side of the hook, an arc-shaped ring is rotationally connected at the upper end of the hook, a positioning part is arranged through the arc-shaped ring, a positioning groove is arranged at the upper end of the hook, not only the hook is convenient to rotate on the arc-shaped ring, but also the hook is prevented from moving and shaking with the arc-shaped ring during hoisting through the positioning part limiting hook, the limiting stability of the hook is enhanced, a plurality of hooks can be convenient to simultaneously hitch different positions at the upper end of the steel reinforcement cage, the stability during hoisting of the steel reinforcement cage is enhanced, and simultaneously, the lower end of the hook and the upper end of a supporting frame form a buffer damping force, the vibration in the hoisting process is reduced, and the adverse effect of the vibration on the hoisting work is reduced.
Description
Technical Field
The utility model relates to a gallows structure field, more specifically say, relate to a bored concrete pile steel reinforcement cage gallows structure.
Background
At present drilling bored concrete pile steel reinforcement cage gallows structure majority lifts by crane the steel reinforcement cage through the crane, and the steel reinforcement cage directly articulates through the couple with the junction majority of crane, and the steadiness that articulates is not good, and it is little to articulate a area of contact moreover, and the steel reinforcement cage inclines easily in lifting by crane to bring a lot of inconveniences for the work of lifting by crane, lift by crane simultaneously and take place great vibrations easily, vibrations can all bring a lot of adverse effects to the steadiness of lifting by crane work and articulating the steel reinforcement cage.
SUMMERY OF THE UTILITY MODEL
To the problem that exists among the prior art, an object of the utility model is to provide a bored concrete pile steel reinforcement cage hanger structure, set up the setting element through the arc ring, and the upper end of couple sets up the constant head tank, not only conveniently rotate the couple on the arc ring, and through the spacing couple of setting element, take place to remove and rock with the arc ring in avoiding the couple to lift by crane, strengthen the spacing steadiness of couple, and make things convenient for a plurality of couples to articulate the different positions in upper end of steel reinforcement cage simultaneously, strengthen the steadiness that the steel reinforcement cage lifted by crane, simultaneously through the disc, the buffer beam, the link, the anticreep piece is connected with the setting of spring, make the lower extreme of link and the upper end of carriage form buffering shock attenuation effort, the vibrations in lifting by crane have been reduced, the adverse effect that vibrations brought to lifting by crane work have been reduced.
In order to solve the above problems, the utility model adopts the following technical proposal.
A hanging frame structure of a bored concrete pile reinforcement cage comprises a reinforcement cage, wherein a plurality of hooks are clamped at the upper end of the reinforcement cage, a rotating groove is formed in the upper end of one side of each hook, a stop block is connected to the upper end of one side of each hook in a damping rotating manner, an arc-shaped ring is connected to the upper end of each hook in a rotating manner, a supporting frame is fixedly connected to the upper end of each arc-shaped ring, transverse reinforcing ribs are fixedly connected to the inside of the supporting frame, vertical reinforcing ribs are fixedly connected to the inside of the supporting frame, a plurality of hanging rods are fixedly connected to the upper ends of the transverse reinforcing ribs and the vertical reinforcing ribs respectively, a disc is fixedly connected to the upper ends of the hanging rods, a buffer rod is connected to the disc in a sliding manner, a hanging ring is fixedly connected to the upper end of the buffer rod, an anti-falling block is fixedly connected to the lower end of the buffer rod, a spring is sleeved to the buffer rod in a sliding manner, and a positioning piece is fixedly connected to the lower end of the arc-shaped ring, the upper end of couple is equipped with the constant head tank, set up the setting element through the arc ring, and the upper end of couple sets up the constant head tank, not only conveniently rotate the couple on the arc ring, and through the spacing couple of setting element, it removes and rocks with the arc ring emergence to avoid the couple to lift by crane, strengthen the spacing steadiness of couple, and make things convenient for a plurality of couples to articulate the different positions in upper end of steel reinforcement cage simultaneously, strengthen the steadiness that the steel reinforcement cage lifted by crane, simultaneously through the disc, the buffer beam, the link, the setting and the being connected of anticreep piece and spring, make the lower extreme of link and the upper end formation buffering shock attenuation effort of carriage, vibrations in lifting by crane have been reduced, the adverse effect that vibrations brought to lifting by crane work has been reduced.
Further, the dog rotates and sets up in the inside of rotary trough, violently reinforce the muscle and erect reinforcement muscle fixed connection, through the setting of dog, shelter from spacingly to upper end one side of couple, avoid lifting by crane in the steel reinforcement cage take place to leave and fall, through violently reinforcing the muscle and erect the setting of reinforcing the muscle, not only increaseed the installation steadiness of carriage, conveniently articulate the link moreover.
Furthermore, the upper end fixed connection of spring is in the lower terminal surface of disc, the lower extreme fixed connection of spring is in the upper end surface of anticreep piece, through the setting of spring for the junction of buffer beam and disc forms buffering shock attenuation effort.
Further, couple slip joint is in the inside of setting element, constant head tank and setting element slip joint through the setting of setting element, play limiting displacement to the couple, avoid lifting by crane in the couple take place to rock with the junction of arc ring.
Furthermore, the constant head tank rotates the joint with the arc ring, the upper end of arc ring is equipped with the breach, through the setting of breach for the inside of setting element and the inside switch-on of arc ring.
Compared with the prior art, the utility model has the advantages of:
(1) this scheme sets up the setting element through the arc ring, and the upper end of couple sets up the constant head tank, not only conveniently rotate the couple on the arc ring, and through the spacing couple of setting element, take place to remove and rock with the arc ring in avoiding the couple to lift by crane, increase the spacing steadiness of couple, and make things convenient for a plurality of couples to articulate the different positions in upper end of steel reinforcement cage simultaneously, increase the steadiness that the steel reinforcement cage lifted by crane, simultaneously through the disc, the buffer beam, the link, the setting and being connected of anticreep piece and spring, make the lower extreme of link and the upper end of carriage form buffering shock attenuation effort, the vibrations in lifting by crane have been reduced, the adverse effect that vibrations brought to lifting by crane work has been reduced.
(2) The dog rotates to set up in the inside of rotary trough, violently consolidates the muscle and erects reinforcement muscle fixed connection, through the setting of dog, shelters from spacingly to upper end one side of couple, avoids lifting by crane in the steel reinforcement cage take place to break away and fall, through violently consolidating the muscle and erectting the setting of reinforcement muscle, has not only increaseed the installation steadiness of carriage, conveniently articulates the link moreover.
(3) The upper end fixed connection of spring in the lower terminal surface of disc, the lower extreme fixed connection of spring in the upper end surface of anticreep piece, through the setting of spring for the junction of buffer beam and disc forms buffering shock attenuation effort.
(4) The couple slip joint is in the inside of setting element, and constant head tank and setting element slip joint through the setting of setting element, play limiting displacement to the couple, and the couple takes place to rock with the junction of arc ring during avoiding lifting by crane.
(5) The positioning groove is rotatably clamped with the arc-shaped ring, the upper end of the arc-shaped ring is provided with a notch, and the inside of the positioning piece is communicated with the inside of the arc-shaped ring through the notch.
Drawings
FIG. 1 is a partial sectional view of the overall structure of the present invention;
fig. 2 is a top partial cross-sectional view of the support frame of the present invention;
FIG. 3 is an enlarged cross-sectional view of the hook of the present invention;
FIG. 4 is an enlarged view of the junction between the arc-shaped ring and the positioning member;
fig. 5 is an enlarged bottom view of the disc of the present invention.
The numbering in the figures illustrates:
the steel reinforcement cage 1, the hook 2, the rotary groove 3, the stop dog 4, the arc-shaped ring 5, the support frame 6, the horizontal reinforcing rib 7, the vertical reinforcing rib 8, the suspender 9, the disc 10, the buffer rod 11, the hanging ring 12, the anti-drop block 13, the spring 14, the locating piece 15, the locating groove 16 and the notch 17.
Detailed Description
The technical solution in the embodiment of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiment of the present invention; obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention based on the embodiments of the present invention.
Referring to fig. 1-5, a hanging bracket structure for a bored concrete pile reinforcement cage comprises a reinforcement cage 1, referring to fig. 1-4, a plurality of hooks 2 are clamped at the upper end of the reinforcement cage 1, a rotary groove 3 is arranged at the upper end of one side of each hook 2, a stop block 4 is connected at the upper end of one side of each hook 2 in a damping rotary manner, an arc-shaped ring 5 is connected at the upper end of each hook 2 in a rotary manner, a support frame 6 is fixedly connected at the upper end of each arc-shaped ring 5, a transverse reinforcing rib 7 is fixedly connected inside the support frame 6, a vertical reinforcing rib 8 is fixedly connected inside the support frame 6, a plurality of hanging rods 9 are respectively and fixedly connected at the upper ends of the transverse reinforcing rib 7 and the vertical reinforcing rib 8, a disc 10 is fixedly connected at the upper end of each hanging rod 9, a buffer rod 11 is slidably connected to the disc 10, a hanging ring 12 is fixedly connected at the upper end of the buffer rod 11, an anti-falling block 13 is fixedly connected at the lower end of the buffer rod 11, a spring 14 is slidably sleeved on the buffer rod 11, lower extreme fixedly connected with setting element 15 of arc ring 5, the upper end of couple 2 is equipped with constant head tank 16, set up setting element 15 through arc ring 5, and the upper end of couple 2 sets up constant head tank 16, not only conveniently rotate couple 2 on arc ring 5, and through setting element 15 spacing couple 2, it removes and rocks with arc ring 5 in 2 lifting by crane to avoid the couple, increase couple 2 spacing steadiness, and make things convenient for a plurality of couples 2 to articulate the different positions in upper end of steel reinforcement cage 1 simultaneously, it lifts by crane the steadiness to increase steel reinforcement cage 1, simultaneously through disc 10, buffer beam 11, link 12, anticreep piece 13 and spring 14's setting and being connected, make the lower extreme of link 12 and the upper end of carriage 6 form buffering shock attenuation effort, the vibrations in lifting by crane have been reduced, the adverse effect that vibrations brought to lifting by crane work has been reduced.
Please refer to fig. 1-2, the stopper 4 is rotatably disposed inside the rotary chute 3, the horizontal reinforcing rib 7 is fixedly connected with the vertical reinforcing rib 8, the upper end of the hook 2 is blocked and limited by the stopper 4, the steel reinforcement cage 1 is prevented from falling off during lifting, the mounting stability of the supporting frame 6 is improved by the horizontal reinforcing rib 7 and the vertical reinforcing rib 8, the hanging ring 12 is conveniently hooked, the upper end of the spring 14 is fixedly connected to the lower end surface of the disc 10, the lower end of the spring 14 is fixedly connected to the upper end surface of the anti-falling block 13, and the connection between the buffer rod 11 and the disc 10 forms a buffer damping force by the spring 14.
Referring to fig. 1, 3 and 4, the hook 2 is slidably engaged with the inside of the positioning member 15, the positioning groove 16 is slidably engaged with the positioning member 15, the positioning member 15 is arranged to limit the hook 2, the connection between the hook 2 and the arc-shaped ring 5 is prevented from shaking during hoisting, the positioning groove 16 is rotatably engaged with the arc-shaped ring 5, the upper end of the arc-shaped ring 5 is provided with a notch 17, and the inside of the positioning member 15 is connected with the inside of the arc-shaped ring 5 through the notch 17.
Rotate couple 2, make the inside of arc ring 5 and constant head tank 16 rotate, can make a plurality of couples 2 articulate the upper end of steel reinforcement cage 1 simultaneously, then articulate after accomplishing again make setting element 15 with couple 2 joint can, simultaneously damping rotates dog 4, fix the steel reinforcement cage 1 who articulates through dog 4, then articulate on hoisting accessory through link 12 can, set up setting element 15 through arc ring 5, and the upper end of couple 2 sets up constant head tank 16, not only conveniently rotate couple 2 on arc ring 5, and through setting element 15 spacing couple 2, avoid hanging 2 and taking place to remove and rock with arc ring 5 in lifting by crane, increase couple 2 spacing steadiness, and make things convenient for a plurality of couples 2 to articulate the different positions of upper end of steel reinforcement cage 1 simultaneously, increase the steadiness in lifting by steel reinforcement cage 1, simultaneously through disc 10, buffer beam 11, link 12, The anti-drop block 13 is arranged and connected with the spring 14, so that the lower end of the hanging ring 12 and the upper end of the supporting frame 6 form a buffering and damping acting force, the vibration in the hoisting process is reduced, and the adverse effect of the vibration on the hoisting work is reduced.
The foregoing is only a preferred embodiment of the present invention; the scope of the present invention is not limited thereto. Any person skilled in the art should also be able to cover the technical scope of the present invention by replacing or changing the technical solution and the improvement concept of the present invention with equivalents and modifications within the technical scope of the present invention.
Claims (5)
1. The utility model provides a bored concrete pile steel reinforcement cage gallows structure, includes steel reinforcement cage (1), its characterized in that: the upper end of the steel reinforcement cage (1) is connected with a plurality of hooks (2), the upper end of one side of each hook (2) is provided with a rotating groove (3), the upper end of one side of each hook (2) is connected with a stop block (4) in a damping manner in a rotating manner, the upper end of each hook (2) is connected with an arc-shaped ring (5) in a rotating manner, the upper end of each arc-shaped ring (5) is fixedly connected with a support frame (6), the inner part of each support frame (6) is fixedly connected with a transverse reinforcing rib (7), the inner part of each support frame (6) is fixedly connected with a vertical reinforcing rib (8), the upper ends of the transverse reinforcing ribs (7) and the vertical reinforcing ribs (8) are respectively and fixedly connected with a plurality of hanging rods (9), the upper ends of the hanging rods (9) are fixedly connected with a disc (10), the disc (10) is connected with a buffer rod (11) in a sliding manner, and the upper end of the buffer rod (11) is fixedly connected with a hanging ring (12), the lower extreme fixedly connected with anticreep piece (13) of buffer lever (11), spring (14) have been cup jointed in buffer lever (11) slip, the lower extreme fixedly connected with setting element (15) of arc ring (5), the upper end of couple (2) is equipped with constant head tank (16).
2. A bored pile cage hanger structure according to claim 1, wherein: the stop block (4) is rotatably arranged inside the rotary groove (3), and the transverse reinforcing rib (7) is fixedly connected with the vertical reinforcing rib (8).
3. A bored pile cage hanger structure according to claim 1, wherein: the upper end of the spring (14) is fixedly connected to the lower end surface of the disc (10), and the lower end of the spring (14) is fixedly connected to the upper end surface of the anti-falling block (13).
4. A bored pile cage hanger structure according to claim 1, wherein: the hook (2) is slidably clamped inside the positioning piece (15), and the positioning groove (16) is slidably clamped with the positioning piece (15).
5. A bored pile cage hanger structure according to claim 1, wherein: the positioning groove (16) is rotationally clamped with the arc-shaped ring (5), and a notch (17) is formed in the upper end of the arc-shaped ring (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221656265.3U CN217478842U (en) | 2022-06-30 | 2022-06-30 | Bored concrete pile steel reinforcement cage gallows structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221656265.3U CN217478842U (en) | 2022-06-30 | 2022-06-30 | Bored concrete pile steel reinforcement cage gallows structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217478842U true CN217478842U (en) | 2022-09-23 |
Family
ID=83316436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221656265.3U Expired - Fee Related CN217478842U (en) | 2022-06-30 | 2022-06-30 | Bored concrete pile steel reinforcement cage gallows structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217478842U (en) |
-
2022
- 2022-06-30 CN CN202221656265.3U patent/CN217478842U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20220923 |