CN111155488A - 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 PDF

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Publication number
CN111155488A
CN111155488A CN202010094647.0A CN202010094647A CN111155488A CN 111155488 A CN111155488 A CN 111155488A CN 202010094647 A CN202010094647 A CN 202010094647A CN 111155488 A CN111155488 A CN 111155488A
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CN
China
Prior art keywords
concrete
box body
overground
side walls
strip
Prior art date
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Pending
Application number
CN202010094647.0A
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Chinese (zh)
Inventor
郭慧慧
王永亮
汪红卫
廖明生
宋炜
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN202010094647.0A priority Critical patent/CN111155488A/en
Publication of CN111155488A publication Critical patent/CN111155488A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/02Making or lining canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Mechanical Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention relates to a device for simultaneously pouring concrete on the double side walls of an overground aqueduct, 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. The device disclosed by the invention is novel in design, is manufactured and installed by adopting common hardware materials and spare parts in the market and construction site, is simple in structure and modular in design, is very favorable for batch production, popularization and use, can be operated by one person, can effectively reduce the labor for operation, improve the degree of mechanical operation, complete one-time pouring of double-side-wall concrete, and effectively reduce the loss of the concrete at the same time, thereby achieving multiple purposes.

Description

Device is pour simultaneously to two lateral walls concrete of ground inlet channel
Technical Field
The invention belongs to the technical field of municipal engineering construction, relates to a device for simultaneously pouring concrete on the double side walls of an overground aqueduct, and discloses an auxiliary device for simultaneously pouring concrete on the double side walls of the overground aqueduct.
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.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a device for simultaneously pouring concrete on the double side walls of an overground aqueduct, which is manufactured and installed by adopting common hardware materials and spare parts on the market and the construction site, has a simple structure and a modular design, and is very favorable for batch production and popularization.
In order to achieve the purpose, the invention provides the following technical scheme:
the invention relates to a device for simultaneously pouring concrete on the double side walls of an overground aqueduct, which is characterized by comprising a box body which is cuboid and has no top surface and 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 a further improvement of the technical scheme of the invention, the moving device comprises a strip-shaped roller support, and strip-shaped rollers are symmetrically arranged at the two ends of the front side and the rear side of the strip-shaped roller support respectively.
As a further improvement of the technical scheme of the invention, the concrete splitter plates on the left side and the right side of the rolling shaft form an included angle of 100-110 degrees.
As a further improvement of the technical scheme of the invention, the outer sides of the front and the back of the box body are respectively provided with a movable handle.
As a further improvement of the technical scheme of the invention, the roller is 50mm lower than the top of the box body.
As a further improvement of the technical scheme of the invention, the box body and the concrete splitter plate are all formed by welding steel plates with the thickness of 3 mm; 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 scheme of the invention, the mobile handle is formed by bending phi 16 threaded steel bars.
As a further improvement of the technical scheme of the invention, the strip-shaped roller bracket is formed by bending and welding phi 20 deformed steel bars, the strip-shaped roller is formed by respectively welding two bearings with the specification of 20 multiplied by 47 multiplied by 14mm at two ends of a 3 multiplied by phi 48mm galvanized steel pipe with the length of 350mm, and the strip-shaped roller is movably connected with the strip-shaped roller bracket through the bearings.
Compared with the prior art, the device for simultaneously pouring the concrete on the double side walls of the overground aqueduct has the advantages that the structure is simple, the manufacture and the use are very simple and convenient, all the used materials are common materials used in a construction site, the device can be operated by one person, the labor for operation can be effectively reduced, the degree of mechanization is improved, the one-time pouring of the concrete on the double side walls is also completed, meanwhile, the loss of the concrete is effectively reduced, and multiple purposes are achieved.
Drawings
FIG. 1 is a schematic perspective view of a device for simultaneously pouring concrete on two side walls of an overground aqueduct of the invention;
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 clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, the device for simultaneously pouring concrete on the double side walls of the overground aqueduct is characterized by comprising 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 the device is used, the device for simultaneously pouring the concrete on the double side walls of the overground aqueduct is placed on the formwork 8 of the double side walls of the aqueduct, and after a concrete transport vehicle is in place, the concrete is directly poured into the device from the upper opening of the box body 1. 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.
CN202010094647.0A 2020-02-16 2020-02-16 Device is pour simultaneously to two lateral walls concrete of ground inlet channel Pending CN111155488A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010094647.0A CN111155488A (en) 2020-02-16 2020-02-16 Device is pour simultaneously to two lateral walls concrete of ground inlet channel

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Application Number Priority Date Filing Date Title
CN202010094647.0A CN111155488A (en) 2020-02-16 2020-02-16 Device is pour simultaneously to two lateral walls concrete of ground inlet channel

Publications (1)

Publication Number Publication Date
CN111155488A true CN111155488A (en) 2020-05-15

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CN202010094647.0A Pending CN111155488A (en) 2020-02-16 2020-02-16 Device is pour simultaneously to two lateral walls concrete of ground inlet channel

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CN (1) CN111155488A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013256767A (en) * 2012-06-11 2013-12-26 Ohbayashi Corp Vertical chute fixture for concrete
CN205475104U (en) * 2016-03-15 2016-08-17 中建八局第一建设有限公司 Concrete placement chute
CN205576855U (en) * 2016-05-04 2016-09-14 中建八局第一建设有限公司 Device is pour in reposition of redundant personnel of dual -purpose concrete
CN207812625U (en) * 2017-12-15 2018-09-04 中建三局第二建设工程有限责任公司 Special-shaped gutter template integrated apparatus
CN108999622A (en) * 2018-08-30 2018-12-14 中铁大桥局集团有限公司 A kind of ditch cable trench constructing device and its construction method
CN208441867U (en) * 2018-06-22 2019-01-29 中建市政工程有限公司 Concrete mold-entering distributor for lining trolley
CN211713890U (en) * 2020-02-16 2020-10-20 中国十七冶集团有限公司 Device is pour simultaneously to two lateral walls concrete of ground inlet channel

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013256767A (en) * 2012-06-11 2013-12-26 Ohbayashi Corp Vertical chute fixture for concrete
CN205475104U (en) * 2016-03-15 2016-08-17 中建八局第一建设有限公司 Concrete placement chute
CN205576855U (en) * 2016-05-04 2016-09-14 中建八局第一建设有限公司 Device is pour in reposition of redundant personnel of dual -purpose concrete
CN207812625U (en) * 2017-12-15 2018-09-04 中建三局第二建设工程有限责任公司 Special-shaped gutter template integrated apparatus
CN208441867U (en) * 2018-06-22 2019-01-29 中建市政工程有限公司 Concrete mold-entering distributor for lining trolley
CN108999622A (en) * 2018-08-30 2018-12-14 中铁大桥局集团有限公司 A kind of ditch cable trench constructing device and its construction method
CN211713890U (en) * 2020-02-16 2020-10-20 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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