CN211713890U - Device is pour simultaneously to two lateral walls concrete of ground inlet channel - Google Patents
Device is pour simultaneously to two lateral walls concrete of ground inlet channel Download PDFInfo
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- CN211713890U CN211713890U CN202020174187.8U CN202020174187U CN211713890U CN 211713890 U CN211713890 U CN 211713890U CN 202020174187 U CN202020174187 U CN 202020174187U CN 211713890 U CN211713890 U CN 211713890U
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Abstract
The utility model relates to a device for simultaneously pouring concrete on the double side walls of an overground diversion canal, which is characterized by comprising a cuboid box body without a top surface and a bottom surface and a moving device arranged below the box body; the middle parts of the front and the rear surfaces of the inner side of the box body are movably provided with rolling shafts; the left side and the right side of the rolling shaft are respectively provided with a concrete splitter plate in a downward inclined welding mode, and one end of the concrete splitter plate is connected with a splitter plate control rocking handle. Device modern design, it adopts the common five metals material in market and job site and accessories preparation installation, simple structure, and modular design is favorable to carrying out batch production very much and uses widely, but one-man operation both can effectively reduce the operation recruitment, improves mechanized operation degree, has still accomplished the disposable of two lateral wall concretes and has pour, simultaneously, has effectively reduced the loss of concrete, kills many birds with one stone.
Description
Technical Field
The utility model belongs to the technical field of the municipal works construction, a device is pour simultaneously to two lateral wall concrete of ground inlet channel is an auxiliary device is pour simultaneously to two lateral wall concrete of ground inlet channel.
Background
In recent years, with the continuous improvement of infrastructure, a large number of municipal supporting projects are emerging, and in the projects, a water diversion channel which is located on the ground and is designed by adopting a concrete double-side wall is widely applied to suburbs and rural areas. However, the traditional construction process is to pour the concrete on the double side walls in sequence by adopting a concrete transport vehicle with a chute, which not only has low efficiency and needs multi-person cooperative operation, but also causes the waste of the concrete in excess quota. Therefore, an auxiliary device for simultaneously pouring concrete on the double side walls of the overground aqueduct is needed to solve the problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome above-mentioned prior art's defect, provide a device is pour simultaneously to ground diversion canal double side wall concrete, it adopts the common five metals material in market and job site and accessories preparation installation, simple structure, and modular design is favorable to carrying out batch production very much and uses widely.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model relates to a device for simultaneously pouring concrete on the double side walls of an overground diversion canal, which is characterized by comprising a cuboid box body without a top surface and a bottom surface and a moving device arranged below the box body; the middle parts of the front and the rear surfaces of the inner side of the box body are movably provided with rolling shafts; the left side and the right side of the rolling shaft are respectively provided with a concrete splitter plate in a downward inclined welding mode, and one end of the concrete splitter plate is connected with a splitter plate control rocking handle.
As the utility model discloses technical scheme's further improvement, mobile device includes bar gyro wheel support, and the both ends of this bar gyro wheel support's front and back side are equallyd divide do not the symmetry and are provided with the bar gyro wheel.
As a further improvement of the technical proposal of the utility model, the concrete splitter plates on the left and right sides of the rolling shaft are included angles of 100 degrees to 110 degrees.
As a further improvement of the technical scheme of the utility model, the front and back outside of box is provided with the removal handle respectively.
As a further improvement of the technical scheme of the utility model, the roller bearing is less than box top 50 mm.
As a further improvement of the technical proposal of the utility model, the box body and the concrete splitter vane are all formed by welding a 3mm thick steel plate; the splitter plate control rocking handle is formed by welding phi 20 thread steel and is a Z-shaped rocking handle.
As a further improvement of the technical proposal of the utility model, the movable handle is formed by bending phi 16 thread steel bars.
As the technical scheme of the utility model further improve, bar gyro wheel support is bent by phi 20 deformed steel bar and is welded and form, the bar gyro wheel is welded two specifications for 20X 47X 14 mm's bearing respectively and is made at a length 350 mm's 3X phi 48mm galvanized steel pipe both ends, the bar gyro wheel passes through bearing and bar gyro wheel support swing joint.
Compared with the prior art, an overground diversion canal double side wall concrete pours device simultaneously, its simple structure, its preparation and use are all very simple and convenient, used material all is job site common material, but one-man operation both can effectively reduce the operation recruitment, improves mechanized operation degree, has still accomplished the disposable of double side wall concrete and has pour, simultaneously, has effectively reduced the loss of concrete, kills many birds with one stone.
Drawings
FIG. 1 is a schematic view of a three-dimensional structure of a device for simultaneously pouring concrete on two side walls of an overground aqueduct of the utility model;
FIG. 2 is a schematic diagram of the operation of the present invention;
in the figure: 1. the device comprises a box body 2, a rolling shaft 3, a concrete splitter vane 4, a splitter vane control rocking handle 5, a movable handle 6, a strip-shaped roller bracket 7, a strip-shaped roller 8, a diversion canal side wall template 9 and a moving device.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, the utility model relates to a device for simultaneously pouring concrete on the double side walls of an overground aqueduct, which is characterized in that the device comprises a cuboid box body 1 without a top surface and a bottom surface and a moving device 9 welded below the box body 1; the middle parts of the front and the rear surfaces of the inner side of the box body 1 are movably provided with rolling shafts 2, and the rolling shafts 2 are formed hardware fittings and have the specification of 25 multiplied by 445mm (outer diameter multiplied by length); the left side and the right side of the roller 2 are respectively provided with a concrete splitter plate 3 in a downward inclined welding mode, one end of the roller is connected with a splitter plate control rocking handle 4 in a welding mode, the splitter plate control rocking handle 4 is located on the outer side of the box body 1, and when the roller 2 rotates, the roller can smoothly rotate along with the splitter plate control rocking handle 4.
In this embodiment, the moving device 9 includes a bar-shaped roller support 6, and the two ends of the front and rear sides of the bar-shaped roller support 6 are equally divided into four bar-shaped rollers 7, which are respectively symmetrically disposed, and the front and rear sides of the four bar-shaped rollers 7 are respectively paired.
In this embodiment, the concrete splitter plates 3 on the left and right sides of the roller 2 form an included angle of 110 °, and are cut from steel plates having the same specification and material as the box body 1, and the dimensions are 445 × 550mm (length × width).
In this embodiment, four moving handles 5 are welded to the outer sides of the front and rear surfaces of the box body 1, and a pair of moving handles is welded to each of the front and rear surfaces of the box body 1. Furthermore, the moving handle 5 is formed by bending phi 16 thread steel bars.
In this embodiment, the roller 2 is 50mm lower than the top of the box 1.
In this embodiment, the box body 1 and the concrete splitter plate 3 are all formed by welding 3mm thick steel plates in a surrounding manner, and have a specification of 800 × 450 × 400mm (length × width × height) cuboid shape without a four-side frame with a top surface and a bottom surface; the splitter plate control rocking handle 4 is a Z-shaped rocking handle formed by welding phi 20 thread steel.
In this embodiment, the strip-shaped roller bracket 6 is formed by bending and welding phi 20 deformed steel bars, the strip-shaped roller 7 is formed by welding two bearings with the specification of 20 × 47 × 14mm to two ends of a 3 × phi 48mm galvanized steel pipe with the length of 350mm, and the strip-shaped roller 7 is welded and fixed with the strip-shaped roller bracket 6 through an inner ring of the bearing.
When using, will an overground diversion canal double side wall concrete pour device simultaneously shelve on waiting to pour the diversion canal double side wall template 8 of concrete, treat the concrete transport vechicle back of taking one's place, directly pour the concrete into can from the device's 1 suitable for reading. The operating personnel can be directly perceived according to the different height of the concrete that pours in the lateral wall template of diversion channel, through the nimble flow direction of adjusting the concrete of splitter plate control rocking handle, and then make the concrete in the lateral wall template of diversion channel of both sides pour in step. And after the concrete reaches the pouring height, the box body is moved forwards by the movable handle, and the concrete pouring operation of the next construction section is continued. Because the bottom of the box body is provided with the strip-shaped roller, the box body can be moved on the template on the double side walls of the aqueduct very easily, and the operation can be finished by a single person. By using the device, the labor for operation can be effectively reduced, the degree of mechanical operation is improved, the one-time pouring of the double-side-wall concrete is also completed, and meanwhile, the loss of the concrete is effectively reduced, so that multiple purposes are achieved.
Claims (8)
1. A device for simultaneously pouring concrete on the double side walls of an overground aqueduct is characterized by comprising a box body (1) which is cuboid and has no top surface and bottom surface, and a moving device (9) arranged below the box body (1); the middle parts of the front and the rear surfaces of the inner side of the box body (1) are movably provided with rolling shafts (2); the left side and the right side of the rolling shaft (2) are respectively provided with a concrete splitter plate (3) in a downward welding mode in an inclined mode, and one end portion of the concrete splitter plate is connected with a splitter plate control rocking handle (4).
2. The device for simultaneously pouring concrete on the double side walls of the overground aqueduct according to the claim 1, characterized in that the moving device (9) comprises a strip-shaped roller bracket (6), and strip-shaped rollers (7) are symmetrically arranged at the two ends of the front side and the rear side of the strip-shaped roller bracket (6) respectively.
3. The device for simultaneously pouring concrete on the double side walls of the overground water diversion canal as claimed in claim 1, wherein the concrete splitter plates (3) on the left and right sides of the rolling shaft (2) form an included angle of 100-110 degrees.
4. The device for simultaneously pouring the concrete on the double side walls of the overground aqueduct according to the claim 1 is characterized in that the outer sides of the front surface and the rear surface of the box body (1) are respectively provided with a movable handle (5).
5. The device for simultaneously pouring the concrete on the double side walls of the overground aqueduct according to the claim 1, characterized in that the rolling shafts (2) are 50mm lower than the top of the box body (1).
6. The device for simultaneously pouring concrete on the double side walls of the overground water channel according to claim 1, wherein the box body (1) and the concrete splitter plate (3) are all formed by welding steel plates with the thickness of 3 mm; the splitter plate control rocking handle (4) is formed by welding phi 20 thread steel and is a Z-shaped rocking handle.
7. The device for simultaneously pouring the concrete on the double side walls of the overground aqueduct according to the claim 4, wherein the moving handle (5) is bent by a phi 16 threaded steel bar.
8. The device for simultaneously pouring the concrete on the double side walls of the overground aqueduct according to the claim 2, wherein the strip-shaped roller bracket (6) is formed by bending and welding phi 20 deformed steel bars, the strip-shaped roller (7) is formed by respectively welding two bearings with the specification of 20 x 47 x 14mm at two ends of a 3 x phi 48mm galvanized steel pipe with the length of 350mm, and the strip-shaped roller (7) is movably connected with the strip-shaped roller bracket (6) through the bearings.
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CN202020174187.8U CN211713890U (en) | 2020-02-16 | 2020-02-16 | Device is pour simultaneously to two lateral walls concrete of ground inlet channel |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN111155488A (en) * | 2020-02-16 | 2020-05-15 | 中国十七冶集团有限公司 | Device is pour simultaneously to two lateral walls concrete of ground inlet channel |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN111155488A (en) * | 2020-02-16 | 2020-05-15 | 中国十七冶集团有限公司 | Device is pour simultaneously to two lateral walls concrete of ground inlet channel |
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