CN214780020U - Pier stud concrete maintenance covering material wind - Google Patents
Pier stud concrete maintenance covering material wind Download PDFInfo
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- CN214780020U CN214780020U CN202022354236.9U CN202022354236U CN214780020U CN 214780020 U CN214780020 U CN 214780020U CN 202022354236 U CN202022354236 U CN 202022354236U CN 214780020 U CN214780020 U CN 214780020U
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Abstract
The utility model provides a pier stud concrete maintenance covering material wind, the device includes: the upright stanchion is used for being coaxially connected to the concrete on the top of the pier stud; the first bevel gear is coaxially fixed on the vertical rod; the connecting sleeve is coaxial with the vertical rod and is connected to the upper end of the vertical rod through a first bearing, and the connecting sleeve is connected with the horizontal cross rod through a second bearing with a horizontal axis; one end of the horizontal cross rod is coaxially connected with a rope coiling disc with a horizontal axis, the other end of the horizontal cross rod is coaxially connected with a second bevel gear, the axis of the second bevel gear is horizontal, the second bevel gear is meshed with the first bevel gear, a lifting rope is wound on the rope coiling disc, the lower end of the lifting rope is connected to the rotatable center of a horizontal tray, and the horizontal tray is used for installing maintenance covering materials around the lifting rope. The utility model discloses can carry out maintenance covering material's winding fast and withdraw the construction, improve the efficiency of construction, reduce construction cost, reduce environmental pollution to the environmental protection of being favorable to.
Description
Technical Field
The utility model relates to a concrete maintenance technical field, specifically speaking relates to pier stud concrete maintenance covering material wind.
Background
After the bridge pier column concrete is poured, the strength of the concrete reaches the form removal strength, the concrete needs to be maintained in time after the form is removed, otherwise, the water of the concrete evaporates, and the strength of the pier column concreteWill be provided withThe influence is particularly caused, the concrete with high bridge length can generate shrinkage cracks, and the quality and the durability of the pier column are seriously influenced. The shrinkage cracks on the concrete surface of the pier column can lead water and oxygen in the airIntoAnd the concrete protective layer of the pier column is peeled off due to the further development of the corrosion of the steel bars of the pier column in the pier column, so that the bearing capacity of the pier column is reduced.
The existing curing of the pier column concrete is to wind a plastic film on the surface of the pier column concrete and then water the plastic film in the curing, so that the humidity of the pier column concrete is kept above 90 percent, and the curing is generally finished for 14 days, but the pier column is dozens of meters high or even hundreds of meters high, and the curing and winding of the concrete is difficult. Especially, the safety problem of pier column constructors is outstanding, the construction efficiency is low, and the early strength of the surface of the pier column concrete is seriously influenced.
In view of the above, the prior art should be improved to solve the above problems in the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model relates to a solve above-mentioned technical problem and make, its purpose provides a pier stud concrete maintenance covering material wind to improve pier stud concrete maintenance effect, reduce the risk that artifical high altitude construction took place the incident, reduce constructor's maintenance cost.
In order to achieve the above object, the utility model provides a pier stud concrete maintenance covering material wind, include:
the upright stanchion is used for being coaxially connected to the concrete on the top of the pier stud;
the first bevel gear is coaxially fixed on the vertical rod;
the connecting sleeve is coaxial with the vertical rod and is connected to the upper end of the vertical rod through a first bearing, and the connecting sleeve is connected with the horizontal cross rod through a second bearing with a horizontal axis;
one end of the horizontal cross bar is coaxially connected with a rope coiling disc with a horizontal axis, the other end of the horizontal cross bar is coaxially connected with a second bevel gear, the axis of the second bevel gear is horizontal, the second bevel gear is meshed with the first bevel gear,
the lifting rope is wound on the rope winding disc, the lower end of the lifting rope is connected to a horizontal tray and can rotate around the center, the horizontal tray is used for installing a winding drum, the winding drum surrounds the lifting rope, and maintenance covering materials are wound on the winding drum.
Optionally, the pier further comprises a steel bottom support with expansion bolts, wherein the vertical rods are installed on the steel bottom support, and the expansion bolts are used for fixing the bottom support on concrete on the top of the pier column.
Optionally, the horizontal cross bar is telescopically adjustable.
Optionally, a Z-shaped handle is connected to the second bevel gear.
Optionally, a nut is screwed on the top end of the upright rod through threads.
Optionally, the curing cover material is a plastic film or a geotextile roll.
The utility model discloses a pier stud concrete maintenance covering material wind can carry out maintenance covering material's winding fast and withdraw the construction, can carry out the material recovery with the from the top down that the maintenance covering material is safe to reuse. The construction efficiency is improved, the construction cost is reduced, and the environmental pollution is reduced, so that the environmental protection is facilitated.
Drawings
The above features and technical advantages of the present invention will become more apparent and readily appreciated from the following description of the embodiments thereof, taken in conjunction with the accompanying drawings.
FIG. 1 is a schematic view showing a structure of a pier stud concrete curing material covering device according to an embodiment of the present invention;
FIG. 2 is a schematic view showing the connection between the vertical rod and the horizontal cross rod according to the embodiment of the present invention;
fig. 3 is a schematic structural view showing a tray according to an embodiment of the present invention;
fig. 4 is a partial view of fig. 2 taken along direction a.
Detailed Description
An embodiment of the pier stud concrete curing covering material winding device according to the present invention will be described below with reference to the accompanying drawings. Those of ordinary skill in the art will recognize that the described embodiments can be modified in various different ways, or combinations thereof, without departing from the spirit and scope of the present invention. Accordingly, the drawings and description are illustrative in nature and not intended to limit the scope of the claims. Furthermore, in the present description, the drawings are not to scale and like reference numerals refer to like parts.
Fig. 1 is a schematic structural view of a pier stud curing covering material winding device according to an embodiment of the present invention, which includes a vertical rod 6, a first bevel gear 4, a second bevel gear 3, a horizontal cross rod 1, a rope reel 14, a horizontal tray 15, and a lifting rope 12.
Wherein, the upright stanchion 6 is used for being coaxially connected to the concrete on the top of the pier stud 10. The first bevel gear 4 is coaxially fixed on the upper part of the vertical rod 6. As shown in fig. 2 and 4, the connecting sleeve 16 is coaxial with the vertical rod and is connected to the upper end of the vertical rod 6 through a first bearing 17, and the connecting sleeve 16 is connected to the horizontal cross rod 1 through a second bearing 19 with a horizontal axis. The connecting sleeve can be provided with a hole for mounting the second bearing, the second bearing is arranged in the connecting sleeve, and the horizontal cross rod 1 is arranged on an inner ring of the second bearing. One end of the horizontal cross rod 1 is coaxially connected with a rope coiling disc 14 with a horizontal axis, the other end of the horizontal cross rod 1 is coaxially connected with a second bevel gear 3, the axis of the second bevel gear 3 is horizontal, and the second bevel gear 3 is meshed with the first bevel gear 4.
As shown in fig. 3, a lifting rope 12 is wound on the rope reel 14, and the lower end of the lifting rope 12 is connected to a horizontal tray 15 to be rotatable around the center thereof, and the horizontal tray 15 is used for mounting a drum around which a curing cover material 13 is wound around the lifting rope 12.
Further, the device also comprises a bottom support 9 with expansion bolts 8, wherein the vertical rods 6 are arranged on the bottom support 9, and the expansion bolts 8 are used for fixing the bottom support 9 on the concrete on the top of the pier stud 10. The shoe 9 is preferably a steel shoe, but may be other metallic or non-metallic materials.
Further, the axis of the upright 6 coincides with the axis of the pier stud 10, so that the wound curing covering material can be coaxially wound on the pier stud 10.
Furthermore, the horizontal cross rod is telescopic and adjustable, so that the length of the horizontal cross rod can be adjusted according to the diameter of the pier stud, and the horizontal cross rod is suitable for maintenance covering materials of pier studs with different diameters.
Further, the second bevel gear is connected with a Z-shaped crank handle 5.
Further, a screw cap 2 is screwed on the top end of the upright rod through threads.
Further, the maintenance covering material is a plastic film or a geotextile coiled material.
Further, the number of teeth of the first bevel gear 4 and the second bevel gear 3 is determined by calculation based on the circumference of the pier and the elevation height of the coil wound around the pier, taking into consideration the overlapping length of the coil. More specifically, the gear ratio of the first bevel gear 4 to the second bevel gear 3 is equal to the ratio of the circumference of the pier to the elevation of the coil wound around the pier. And the number of teeth of the second bevel gear 3 is not less than 17.
Further, the horizontal tray 15 is a metal flower steel plate, a third bearing 18 is embedded in the horizontal tray and fixedly connected with the horizontal tray, an inner ring of the third bearing 18 is connected with a U-shaped hanging ring 17, and the U-shaped hanging ring 17 is fixedly connected with the hanging rope 12. Moreover, the lines on the patterned steel plate increase the friction force between the coiled material and the patterned steel plate, and the coiled material recovery effect is prevented from being influenced by sliding.
The structure of the device is described below by way of a specific example. In this example, the height of the pier 10 is 58m, the diameter of the pier 10 is 1.5m, the strength grade of the concrete is C40, and the maintenance covering material 13 is a plastic film coil with a width of 2 m. Each roll of plastic film was 100 kg. The lifting rope 12 is a high-strength steel wire rope with the diameter of 3mm, the horizontal tray 15 is a steel tray with the diameter of 0.5m, and a small bearing is embedded in the center of the tray. The bearing inner sleeve is connected with the bottom of a lifting rope 12, the center of the plastic film coiled material is a plastic pipe winding drum with the diameter of 108mm, and the lifting rope penetrates through the winding drum to be fixedly connected with a shaft pipe of a rope winding disc 14 with the diameter of 300 mm. The horizontal chassis 9 adopts a steel plate of Q345 of 600X600X30mm, and four corners of the bottom support 9 are provided with bolt holes with the diameter of 30 mm. The expansion bolts with the length of 300mm and the length of M30 are fixed with the concrete at the top of the pier column, and in order to prevent the early-stage low strength of the concrete at the bolt holes, an early strength agent can be added into the last disc of concrete of the pier column, so that the concrete can have the strength of C15 when the holes are punched. The vertical rod 6 is 1.6m long (higher than the length of the anchoring steel bar 7 at the extending end of the pier stud), the diameter of the bottom of the first bevel gear 4 is 0.5m, the outer diameter of the horizontal cross rod 1 is 110mm, the wall thickness is 9mm, the horizontal cross rod can be extended to 2.0m in total, and the tail part of the horizontal cross rod (from the vertical rod to the second bevel gear) is 0.5m long. The diameter of the bottom of the second bevel gear 3 is 0.15m, the diameter of the upper part of the second bevel gear 3 is 0.12m, the number of teeth of the first bevel gear 4 is 50, and since the circumference of the pier stud is 1.88m, the rope reel 14 with the diameter of 300mm rotates for one circle and is lifted by 0.942m, the number of teeth of the second bevel gear 3 is half of the number of teeth of the first gear 4, namely the number of teeth of the second bevel gear 3 is 25. The radius of the crank handle 5 is 0.3m, the length of the crank handle 5 is 15cm, and the outer sleeve of the crank handle 5 is provided with an anti-skid rubber sheet. Fig. 2 is a structural schematic diagram of a coiled material tray, wherein the horizontal tray 15 is made of a figured steel plate, a third bearing 18 with an embedded diameter of 12cm is fixedly connected with the horizontal tray, an inner ring of the third bearing 18 is connected with a U-shaped hanging ring 17, and the U-shaped hanging ring 17 is fixedly connected with a lifting rope 12.
Fig. 2 is a schematic structural diagram of the connection between the steel upright rod 6 and the horizontal cross rod bearing, the outer diameter of the bearing is 120mm, the inner diameter of the bearing is 60mm, the bearing is fixedly connected by a bearing sleeve, the lower upright rod is welded with a circular bearing outer sleeve, the upper upright rod is welded with a circular bearing inner sleeve, and the upper upright rod and the horizontal cross rod rotate together around the lower upright rod through a bearing.
All the devices are installed, the handle 5 is manually and anticlockwise shaken, and meanwhile, the movable end of the plastic film is stuck to the bottom of the pier stud. And (3) adjusting the horizontal cross bar 1 to a position with a radius of 0.9 m, forcibly shaking the rotary handle 5 to drive the second bevel gear 3 to rotate, rolling along the first bevel gear 4, rotating the rope coiling disc 14, spirally winding the lifting maintenance covering material 13 clockwise around the pier column until the top end of the pier column, stopping shaking the handle 5, pasting the tail end of the plastic film on the concrete at the top end of the pier column, and finishing the winding work of the plastic film. Then water is injected into the film from the top of the pier column downwards for curing for 14 days. The coil is then recovered by reversing the operation of the device, first by sticking the plastic film on top of the pier with the film core, then by shaking the handle 5 clockwise, the horizontal cross bar 1 rotates anticlockwise, the coil is recovered on the reel of maintenance covering material 13.
When the pier stud diameter is less (less than 0.7m), the pier stud is using the utility model discloses during the device winding coiled material, can set up operation platform at the pier stud top to operate the device at the pier stud top.
The utility model also provides a pier stud concrete maintenance covering material winding method, including following step:
fixing a bottom support 9 of the pier stud concrete curing covering material winding device on the top concrete of the pier stud to enable the upright stanchion 6 to be coaxial with the pier stud;
sticking the movable end of the plastic film to the bottom of the pier stud, and adjusting the length of the horizontal cross bar 1 to be suitable for the radius of the pier stud;
the handle 5 is swung anticlockwise to drive the second bevel gear 3 to roll clockwise along the first bevel gear 4, so as to drive the rope coiling disc 14 to spirally rotate clockwise around the pier stud, so that the curing covering material 13 is spirally wound clockwise around the pier stud until the curing covering material is wound on the concrete at the top end of the pier stud, the winding operation is finished,
after the winding work is finished, water is injected into the film from the top of the pier column downwards for curing for 14 days.
The coil recovery can then also be performed by first sticking the plastic film on top of the pier stud to the film core roll, then shaking the handle 5 clockwise, the horizontal cross bar 1 and the rope drum 14 rotate counterclockwise, and the coil is taken back to the reel of maintenance covering material 13.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a pier stud concrete maintenance covering material wind which characterized in that includes:
the upright stanchion is used for being coaxially connected to the concrete on the top of the pier stud;
the first bevel gear is coaxially fixed on the vertical rod;
the connecting sleeve is coaxial with the vertical rod and is connected to the upper end of the vertical rod through a first bearing, and the connecting sleeve is connected with the horizontal cross rod through a second bearing with a horizontal axis;
one end of the horizontal cross bar is coaxially connected with a rope coiling disc with a horizontal axis, the other end of the horizontal cross bar is coaxially connected with a second bevel gear, the axis of the second bevel gear is horizontal, the second bevel gear is meshed with the first bevel gear,
wherein, a lifting rope is wound on the rope coiling disc, the lower end of the lifting rope is connected to the rotatable center of the horizontal tray, the horizontal tray is used for installing a winding drum, the winding drum surrounds the lifting rope, and maintenance covering materials are wound on the winding drum.
2. The winding apparatus for a pier stud concrete curing covering material according to claim 1, further comprising a steel bottom bracket with expansion bolts, wherein the vertical rods are mounted on the steel bottom bracket, and the expansion bolts are used for fixing the bottom bracket on the concrete at the top of the pier stud.
3. The winding device for pier stud concrete curing covering material according to claim 1, wherein the horizontal cross bar is telescopic and adjustable.
4. The winding device for pier stud concrete curing covering material according to claim 1, wherein the second bevel gear is connected with a Z-shaped handle.
5. The winding device for pier stud concrete curing covering material according to claim 1, wherein a nut is screwed on the top end of the vertical rod through a screw thread.
6. The winding device for pier stud concrete curing covering material according to claim 1, wherein the curing covering material is plastic film or geotextile coiled material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022354236.9U CN214780020U (en) | 2020-10-21 | 2020-10-21 | Pier stud concrete maintenance covering material wind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022354236.9U CN214780020U (en) | 2020-10-21 | 2020-10-21 | Pier stud concrete maintenance covering material wind |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214780020U true CN214780020U (en) | 2021-11-19 |
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ID=78663738
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022354236.9U Active CN214780020U (en) | 2020-10-21 | 2020-10-21 | Pier stud concrete maintenance covering material wind |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214780020U (en) |
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2020
- 2020-10-21 CN CN202022354236.9U patent/CN214780020U/en active Active
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