CN218712912U - Steel reinforcement cage hoist and mount location system - Google Patents
Steel reinforcement cage hoist and mount location system Download PDFInfo
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- CN218712912U CN218712912U CN202222914311.1U CN202222914311U CN218712912U CN 218712912 U CN218712912 U CN 218712912U CN 202222914311 U CN202222914311 U CN 202222914311U CN 218712912 U CN218712912 U CN 218712912U
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- reinforcement cage
- threaded rod
- guider
- steel reinforcement
- spacing ring
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Abstract
The application discloses steel reinforcement cage hoist and mount location system relates to hoist and mount location technical field, including the fixing base, fixing base top fixedly connected with spacing ring, spacing ring week side is equipped with the threaded rod. This application passes through the threaded rod, guider, cooperation setting between gag lever post and leading wheel isotructure, during the use, at first fix the fixing base at bored concrete pile stake hole top, then the spiral shell threaded rod drives guider and removes to the spacing ring, adjust guider to suitable position, the user aims at the space between the guider with steel reinforcement cage tip this moment, lead to the steel reinforcement cage through guider and leading wheel, place the positive center in bored concrete pile stake hole with steel reinforcement cage is stable, the interval between unable regulation steel reinforcement cage week side of current positioner and the stake downthehole wall has been avoided as far as possible, lead to pour the interval between the concrete of back steel reinforcement cage week side and the steel reinforcement cage probably different, influence the life's of bored concrete pile problem.
Description
Technical Field
The application relates to the technical field of hoisting and positioning, in particular to a steel reinforcement cage hoisting and positioning system.
Background
The cast-in-situ bored pile is one of important ways for changing the bearing capacity of the foundation, and has the characteristics of wide application, obvious effect of changing the bearing capacity of the foundation, simple and understandable construction process and the like.
The publication number is CN209652915U and proposes a steel reinforcement cage hoist and mount location leading truck device, including the crane, the crane is including the lifting hook, and the lifting hook is connected with the steel reinforcement cage through the location leading truck, and the location leading truck includes the stand pipe, and the leveling violently pipe is connected at the top of stand pipe, and the lateral wall of stand pipe is provided with drill way screens device, and the bottom of stand pipe is provided with the double hook structure. Constructors connect the double-hook structure with the steel reinforcement cage, connect the leveling transverse pipe with the lifting hook of the crane, and then complete the lowering work of the steel reinforcement cage.
Although the positioning device is used for finely leveling the steel reinforcement cage through the leveling steel pipe and the leveling bubbles, the verticality of the steel reinforcement cage is guaranteed, the interval between the periphery of the steel reinforcement cage and the inner wall of a pile hole cannot be adjusted, the interval between concrete on the periphery of the steel reinforcement cage and the steel reinforcement cage is possibly different after pouring, and the service life of a cast-in-place pile is influenced.
SUMMERY OF THE UTILITY MODEL
In order to improve the unable interval of adjusting between steel reinforcement cage week side and the stake hole inner wall of current positioner, lead to pouring the interval probably different between the concrete of back steel reinforcement cage week side and the steel reinforcement cage, influence bored concrete pile's life's problem, this application provides a steel reinforcement cage hoist and mount positioning system.
The application provides a steel reinforcement cage hoist and mount location system adopts following technical scheme:
the utility model provides a steel reinforcement cage hoist and mount location system, includes the fixing base, fixing base top fixedly connected with spacing ring, spacing ring week side is equipped with the threaded rod, the threaded rod runs through the spacing ring, the threaded rod with spacing ring looks spiro union, the threaded rod is located one end in the spacing ring inner chamber is rotated and is connected with guider, guider with threaded rod mutually perpendicular, the last leading wheel of installing of guider, the leading wheel with guider rotates and connects.
Through adopting above technical scheme, during the use, the user fixes the fixing base in the stake hole week side of bored concrete pile at first, then the threaded rod that sets up on the user's spiral shell spacing ring, it removes to the spacing ring inner chamber to drive the threaded rod through the screw action, thereby drive the guider who connects on the threaded rod and remove to the spacing ring inner chamber, until the clearance between the leading wheel of installing on a plurality of guider and steel reinforcement cage size looks adaptation, the user hangs up the steel reinforcement cage this moment, and place the space department between a plurality of guider that set up in the spacing ring inner chamber, then the user slowly controls the steel reinforcement cage and moves down, make the leading wheel that needs steel reinforcement cage surface and guider inboard to set up laminate, lead to the steel reinforcement cage that needs the pile extension through guider and leading wheel, thereby place the steel reinforcement cage stable centre in bored concrete stake hole, the interval between unable adjustment steel reinforcement cage week side and the stake hole inner wall of present positioner week side has been avoided as far as possible is different, lead to pour the concrete of back steel reinforcement cage and the life's problem of influence bored concrete pile.
Optionally, the fixing base is a disc-shaped structure, a plurality of ground nails are arranged on the periphery of the fixing base, the ground nails penetrate through the fixing base, and the ground nails are screwed with the ground. Set up the ground nail on fixing base week side for fix the fixing base at stake hole top, adopt the connected mode of spiro union to connect, not only connect firmly, convenience of customers installs and dismantles moreover.
Optionally, one end of the threaded rod, which is located outside the limiting ring, is sleeved with a twisting handle, an anti-slip groove is formed in the outer surface of the twisting handle, and the twisting handle is fixedly connected with the threaded rod.
Through technical scheme more than adopting, set up and twist the hand, convenience of customers rotates the threaded rod through twisting the hand, sets up anti-skidding groove on twisting the hand surface for increase the frictional force between twisting hand and the user's palm, avoid the user to appear the problem of skidding when twisting the threaded rod.
Optionally, a bearing is arranged at the joint of the threaded rod and the guide device, and the threaded rod is rotatably connected with the guide device through the bearing.
Through adopting above technical scheme, set up the bearing and be used for rotating threaded rod and guider and be connected, reduce the frictional force of threaded rod and guider junction through the bearing, convenience of customers rotates the position that the threaded rod adjusted guider.
Optionally, the threaded rod below fixedly connected with gag lever post on the guider, the gag lever post is kept away from the spacing ring is run through to guider's one end, the gag lever post with spacing ring sliding connection, the gag lever post is located the outside one of gag lever post is served the spiro union and is had the nut.
Through the technical scheme above adopting, set up the gag lever post and be used for spacing to guider, encircle the threaded rod and rotate when avoiding guider to receive external force as far as possible, set up the nut and be used for spacing the gag lever post, avoid the gag lever post to follow the inside slippage of spacing ring as far as possible.
Optionally, the guide device includes a first guide plate and a second guide plate, the first guide plate and the second guide plate are both rectangular plate-shaped structures, adjacent ends of the first guide plate and the second guide plate are fixedly connected with sliding plates, the two sliding plates are distributed in a staggered manner, and the first guide plate and the second guide plate are connected in a sliding manner through the sliding plates.
Through adopting above technical scheme, set up first deflector and second deflector, and through slide sliding connection between first deflector and the second deflector, convenience of customers adjusts guider's length, adapts to the bored concrete pile stake hole of the different degree of depth.
Optionally, a plurality of through holes are formed in the sliding plate and are distributed at equal intervals along the length direction of the sliding plate, and fixing bolts are inserted into inner cavities of the through holes in a penetrating mode.
Through adopting above technical scheme, after the user adjusted first deflector and second deflector to suitable position, accessible spiral shell moves the gim peg and links together through the slide between with first deflector and the second deflector.
Optionally, a connecting shaft is inserted into the inner cavity of the guide wheel in a penetrating manner, the guide wheel is rotatably connected with the connecting shaft, lug plates are fixedly connected to two ends of the connecting shaft, and one end, far away from the connecting shaft, of each lug plate is fixedly connected with the outer surfaces of the first guide plate and the second guide plate.
Through adopting above technical scheme, set up connecting axle and otic placode and be used for rotating the leading wheel and connect on first deflector and second deflector, reduce the frictional force between steel reinforcement cage surface and the guider through the leading wheel.
In conclusion, the beneficial effects of the application are as follows:
this application passes through the threaded rod, guider, cooperation setting between gag lever post and leading wheel isotructure, during the use, at first fix the fixing base at bored concrete pile stake hole top, then the spiral shell threaded rod drives guider and removes to the spacing ring, adjust guider to suitable position, the user aims at the space between the guider with steel reinforcement cage tip this moment, lead to the steel reinforcement cage through guider and leading wheel, place the positive center in bored concrete pile stake hole with steel reinforcement cage is stable, the interval between unable regulation steel reinforcement cage week side of current positioner and the stake downthehole wall has been avoided as far as possible, lead to pour the interval between the concrete of back steel reinforcement cage week side and the steel reinforcement cage probably different, influence the life's of bored concrete pile problem.
Drawings
FIG. 1 is a schematic perspective view of the present application in its entirety;
FIG. 2 is a schematic view of the connection structure of the guide wheel and the guide device according to the present application;
fig. 3 is a schematic view of the connection structure of the present application.
Description of the reference numerals: 1. a fixed seat; 2. a ground nail; 3. a limiting ring; 4. a threaded rod; 5. screwing a hand; 6. a guide device; 61. a first guide plate; 62. a second guide plate; 7. a bearing; 8. a limiting rod; 9. a nut; 10. an ear plate; 11. a guide wheel; 12. a connecting shaft; 13. a threaded sleeve; 14. a slide plate; 15. and (6) fixing the bolt.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
Referring to fig. 1-3, a steel reinforcement cage hoisting and positioning system includes a fixing base 1 having positioning and fixing functions. The top of the fixed seat 1 is fixedly connected with a limiting ring 3 for the reinforcement cage to pass through. 3 week sides of spacing ring are equipped with threaded rod 4, and the quantity of threaded rod 4 is a plurality of, and a plurality of threaded rods 4 encircle the surface evenly distributed of spacing ring 3. Threaded rod 4 runs through spacing ring 3, and threaded rod 4 overlaps with the junction cover of spacing ring 3 and is equipped with thread bush 13, 13 embedded in spacing ring 3 inside and with 3 fixed connection of spacing ring, threaded rod 4 passes through thread bush 13 and 3 looks spiro unions of spacing ring. The user can adjust the distance between one end of the threaded rod 4 in the inner cavity of the limit ring 3 and the inner wall of the limit ring 3 by screwing the threaded rod 4.
One end of the threaded rod 4, which is positioned in the inner cavity of the limiting ring 3, is rotatably connected with a guiding device 6 for guiding the reinforcement cage, and the guiding device 6 is perpendicular to the threaded rod 4. A guide wheel 11 is arranged on the guide device 6, and the guide wheel 11 is rotationally connected with the guide device 6. The guide wheel 11 is arranged for enabling friction force between the low steel reinforcement cage and the guide device 6 to be convenient for a user to use.
When the device is used, a user firstly fixes the fixing seat 1 on the periphery of a pile hole of a cast-in-place pile, then the threaded rod 4 arranged on the limiting ring 3 is screwed by the user, the threaded rod 4 is driven to move towards the inner cavity of the limiting ring 3 through the thread action, so that the guide devices 6 connected to the threaded rod 4 are driven to move towards the inner cavity of the limiting ring 3 until gaps among the guide devices 6 are matched with the size of a steel reinforcement cage, at the moment, the steel reinforcement cage is lifted by the user and placed in gaps among the guide devices 6 arranged in the inner cavity of the limiting ring 3, then the steel reinforcement cage is slowly controlled to move downwards by the user, the outer surface of the steel reinforcement cage is attached to the guide wheels 11 arranged on the inner side of the guide devices 6, the steel reinforcement cage needing to be connected is guided by the guide devices 6 and the guide wheels 11, the steel reinforcement cage is stably placed at the center of the pile hole of the cast-in-place, the problem that the periphery of the service life of the cast-in-place pile is possibly caused by the fact that the periphery of the cast-in-place and the periphery of the pile hole is influenced by the periphery of the service life of the cast-in-place pile is solved as far as possible.
Referring to fig. 1, fixing base 1 is discoid structure, and 1 week of fixing base is equipped with a plurality of ground nails 2, and ground nail 2 runs through fixing base 1, and ground nail 2 looks spiro union with ground. Set up ground nail 2 in fixing base 1 week side for fix fixing base 1 at stake hole top, adopt the connected mode of spiro union to connect, not only connect firmly, convenience of customers installs and dismantles moreover.
Referring to fig. 1, one end of the threaded rod 4, which is located outside the limit ring 3, is sleeved with a twisting handle 5, an anti-skid groove is formed in the outer surface of the twisting handle 5, and the twisting handle 5 is fixedly connected with the threaded rod 4. Set up and twist hand 5, convenience of customers rotates threaded rod 4 through twisting hand 5, sets up anti-skidding groove on twisting 5 surfaces of hand for increase the frictional force between twisting hand 5 and the user's palm, avoid the user to appear the problem of skidding when twisting threaded rod 4.
Referring to fig. 2, a bearing 7 is arranged at the joint of the threaded rod 4 and the guide device 6, and the threaded rod 4 is rotatably connected with the guide device 6 through the bearing 7. Set up bearing 7 and be used for being connected threaded rod 4 and guider 6 rotation, reduce the frictional force of threaded rod 4 and guider 6 junction through bearing 7, convenience of customers rotates threaded rod 4 and adjusts guider 6's position.
Referring to fig. 1 and 2, a limiting rod 8 is fixedly connected to the guide device 6 below the threaded rod 4, one end, away from the guide device 6, of the limiting rod 8 penetrates through the limiting ring 3, the limiting rod 8 is in sliding connection with the limiting ring 3, and a nut 9 is screwed on one end, located outside the limiting ring 3, of the limiting rod 8. Set up gag lever post 8 and be used for spacing to guider 6, encircle threaded rod 4 when avoiding guider 6 to receive external force as far as possible and rotate, set up nut 9 and be used for spacing gag lever post 8, avoid gag lever post 8 to follow 3 inside slippage of spacing ring as far as possible
Referring to fig. 3, the guide device 6 includes a first guide plate 61 and a second guide plate 62, the first guide plate 61 and the second guide plate 62 are both in a rectangular plate-shaped structure, the adjacent ends of the first guide plate 61 and the second guide plate 62 are both fixedly connected with the sliding plates 14, the two sliding plates 14 are distributed in a staggered manner, and the first guide plate 61 and the second guide plate 62 are slidably connected with each other through the sliding plates 14. The first guide plate 61 and the second guide plate 62 are arranged, and the first guide plate 61 and the second guide plate 62 are connected in a sliding mode through the sliding plate 14, so that the length of the guide device 6 can be adjusted conveniently by a user, and the device is suitable for bored concrete pile holes with different depths.
Referring to fig. 3, the sliding plate 14 is provided with a plurality of through holes, the through holes are equidistantly distributed along the length direction of the sliding plate 14, and fixing bolts 15 are inserted into the inner cavities of the through holes. After the user adjusts the first guide plate 61 and the second guide plate 62 to the proper positions, the first guide plate 61 and the second guide plate 62 can be connected together by screwing the fixing bolt 15 through the sliding plate 14.
Referring to fig. 2, a connecting shaft 12 is inserted into an inner cavity of the guide wheel 11, the guide wheel 11 is rotatably connected with the connecting shaft 12, two ends of the connecting shaft 12 are fixedly connected with ear plates 10, and one end of each ear plate 10 far away from the connecting shaft 12 is fixedly connected with the outer surfaces of the first guide plate 61 and the second guide plate 62. The connecting shaft 12 and the lug plate 10 are provided for rotatably connecting the guide wheel 11 to the guide device 6, and the friction between the surface of the reinforcement cage and the first guide plate 61 and the second guide plate 62 is reduced by the guide wheel 11.
The implementation principle of the application is as follows: during the use, the user fixes fixing base 1 in the stake hole week side of bored concrete pile at first, then the threaded rod 4 that sets up on the user spiro union spacing ring 3, it removes to spacing ring 3 inner chamber to drive threaded rod 4 through the screw action, thereby drive guider 6 that connects on threaded rod 4 and remove to spacing ring 3 inner chamber, until the clearance between a plurality of guider 6 and the big or small looks adaptation of steel reinforcement cage, the user hangs up the steel reinforcement cage this moment, and place the space department between a plurality of guider 6 that set up in spacing ring 3 inner chamber, then the user slowly controls the steel reinforcement cage and moves down, make the steel reinforcement cage surface that needs to laminate with the leading wheel 11 of guider 6 inboard setting, lead to the steel reinforcement cage that needs to connect the stake through guider 6 and leading wheel 11, thereby place the steel reinforcement cage stable at the centre of bored concrete pile hole, the week side of having avoided current positioner can's unable adjustment steel reinforcement cage and the interval between the stake hole inner wall, lead to pour the concrete of steel reinforcement cage and the interval between the steel reinforcement cage probably be different, influence the problem of the life of bored concrete pile week side.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a steel reinforcement cage hoist and mount positioning system, includes fixing base (1), its characterized in that: fixing base (1) top fixedly connected with spacing ring (3), spacing ring (3) week side is equipped with threaded rod (4), threaded rod (4) run through spacing ring (3), threaded rod (4) with spacing ring (3) looks spiro union, threaded rod (4) are located one end in spacing ring (3) inner chamber is rotated and is connected with guider (6), guider (6) with threaded rod (4) mutually perpendicular, install leading wheel (11) on guider (6), leading wheel (11) with guider (6) are rotated and are connected.
2. A reinforcement cage hoisting location system as defined in claim 1, wherein: fixing base (1) is discoid structure, fixing base (1) week is equipped with a plurality of ground nails (2), ground nail (2) run through fixing base (1), ground nail (2) and ground looks spiro union.
3. A reinforcement cage hoisting location system as defined in claim 1, wherein: one end of the threaded rod (4) located outside the limiting ring (3) is sleeved with a twisting handle (5), an anti-skidding groove is formed in the outer surface of the twisting handle (5), and the twisting handle (5) is fixedly connected with the threaded rod (4).
4. A reinforcement cage hoisting location system as defined in claim 1, wherein: the threaded rod (4) with the junction of guider (6) is equipped with bearing (7), threaded rod (4) pass through bearing (7) with guider (6) rotate and are connected.
5. A reinforcement cage hoisting and positioning system as set forth in claim 1, wherein: threaded rod (4) below fixedly connected with gag lever post (8) on the guider, gag lever post (8) are kept away from the one end of guider runs through spacing ring (3), gag lever post (8) with spacing ring (3) sliding connection, gag lever post (8) are located the outside one of spacing ring (3) is served the spiro union and is had nut (9).
6. A steel reinforcement cage hoisting positioning system as set forth in claim 5, wherein the guiding device comprises a first guiding plate (61) and a second guiding plate (62), the first guiding plate (61) and the second guiding plate (62) are both rectangular plate-shaped structures, adjacent ends of the first guiding plate (61) and the second guiding plate (62) are both fixedly connected with sliding plates (14), two sliding plates (14) are arranged in a staggered manner, and the first guiding plate (61) and the second guiding plate (62) are slidably connected with each other through the sliding plates (14).
7. A steel reinforcement cage hoisting and positioning system as set forth in claim 6, wherein the sliding plate (14) is provided with a plurality of through holes, the through holes are equidistantly distributed along the length direction of the sliding plate (14), and fixing bolts (15) are inserted into the inner cavities of the through holes.
8. A steel reinforcement cage hoisting positioning system as claimed in claim 6, wherein: connecting axle (12) have been alternate in leading wheel (11) inner chamber, leading wheel (11) with connecting axle (12) rotate to be connected, the equal fixedly connected with otic placode (10) in connecting axle (12) both ends, otic placode (10) are kept away from the one end of connecting axle (12) with first deflector (61) with the surface fixed connection of second deflector (62).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222914311.1U CN218712912U (en) | 2022-11-02 | 2022-11-02 | Steel reinforcement cage hoist and mount location system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222914311.1U CN218712912U (en) | 2022-11-02 | 2022-11-02 | Steel reinforcement cage hoist and mount location system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218712912U true CN218712912U (en) | 2023-03-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222914311.1U Active CN218712912U (en) | 2022-11-02 | 2022-11-02 | Steel reinforcement cage hoist and mount location system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218712912U (en) |
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2022
- 2022-11-02 CN CN202222914311.1U patent/CN218712912U/en active Active
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