CN219031642U - Vertical conveying device for hole pile construction - Google Patents
Vertical conveying device for hole pile construction Download PDFInfo
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- CN219031642U CN219031642U CN202222261710.2U CN202222261710U CN219031642U CN 219031642 U CN219031642 U CN 219031642U CN 202222261710 U CN202222261710 U CN 202222261710U CN 219031642 U CN219031642 U CN 219031642U
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Abstract
The utility model discloses a vertical transportation device for hole pile construction, which comprises: the base is detachably fixed on the top surface of the hole pile retaining wall through bolts; the connecting plate is fixedly connected with the end part of the base; the stand columns of the frame body are fixedly connected to four corners of the base; the fixed pulley device is hung at the top of the stand column of the frame body; the first winch is fixedly connected to the base; the steel wire rope is characterized in that one end of the steel wire rope is detachably connected with the iron drum, and the other end of the steel wire rope is connected with the first winch through the fixed pulley device. To solve the falling problem existing in the prior art.
Description
Technical Field
The utility model relates to a vertical conveying device for hole pile construction, and belongs to the technical field of hole pile construction.
Background
The earth and stone sides generated by manual hole digging piles need to be transported outwards, and the traditional vertical transport device for hole pile construction adopts a manual winch, a hoist and the like to transport the excavated earth and stone sides. The manpower frame is simple in structure and convenient to transport, but the material lifting is controlled by subjective factors of operators in the use process, the uncertain factors are large, and the anti-falling device for hanging objects is not arranged in the operation process, so that the potential safety hazard is large. The use of traditional hoist engine has solved operating personnel's influence to a certain extent, but in the use, still does not have fine solution soil stone transportation existence fall the problem. In order to solve the falling problem of vertical transportation of the excavated soil and stones of the hole pile, a device is required to be developed so as to meet the construction requirement.
Disclosure of Invention
The utility model aims to solve the technical problems that: the utility model provides a perpendicular conveyer of hole stake construction to overcome prior art's not enough.
The technical scheme of the utility model is as follows: a vertical transport device for hole pile construction, comprising:
the base is detachably fixed on the top surface of the hole pile retaining wall through bolts;
the connecting plate is fixedly connected with the end part of the base;
the stand columns of the frame body are fixedly connected to four corners of the base;
the fixed pulley device is hung at the top of the stand column of the frame body;
the first winch is fixedly connected to the base;
the steel wire rope is characterized in that one end of the steel wire rope is detachably connected with the iron drum, and the other end of the steel wire rope is connected with the first winch through the fixed pulley device.
One end of the second winch is fixed on the first winch platform plate, and the other end of the second winch is connected with the upper opening edge of the iron drum;
the upper end of the anti-falling device is hung at the top of the frame body, and the lower end of the anti-falling device is connected with the iron barrel;
the falling protector is hung on a second horizontal rod on the top surface of the stand column of the frame body, and a steel wire rope of the falling protector is fixedly connected with the iron barrel.
Further, the method further comprises the following steps: the operation platform comprises a support, a support base plate, a platform main beam, a platform secondary beam, an operation platform plate and a second winch platform plate; the lower end of the support is fixedly connected with the base, and the upper end of the support is fixedly connected with the platform girder; the support base plate is positioned between the support and the base; the secondary beam of the platform is fixedly connected to the upper part of the main beam of the platform; the operation platform plate is positioned at the upper part of the main platform beam and the secondary platform beam; the second winch platform plate is fixedly connected to the upper part of the platform secondary beam;
the first winch is fixedly connected with the base through a fixed connection on the second winch platform plate.
Further, the device also comprises a connecting plate, wherein the connecting plate is fixedly connected with the end part of the base;
the stand column of the frame body comprises 4 vertical rods and 4 first horizontal rods, and the first horizontal rods are connected around the vertical rods; the pole setting is located four angles of base, and the lower extreme passes through bolted connection with the connecting plate, and the upper end is connected with support body roof connecting plate, and first horizon bar is located between two continuous pole settings, adopts the bolt to carry out horizontal connection with the support body pole setting, links to each other two pole settings and first horizon bar and forms a inclined plane.
Further, the method further comprises the following steps:
the frame body top plate comprises 6 second horizontal rods, the 6 second horizontal rods are connected to form a Chinese character 'tian' shaped structure, and the fixed pulley device is suspended at the top of the frame body upright post through the Chinese character 'tian' shaped center point of the frame body top plate.
Further, the number of the supports is 6, the lower ends of the supports are respectively fixed with the base, and the upper ends of the supports are respectively fixed with the main beam of the platform.
Preferably, the fall arrestor is in a taut state during upward earth moving of the cask.
Further, the method further comprises the following steps: the second winch is fixed on the second winch platform plate of the first horizontal rod at the inclined upper part of the operation platform plate, and a steel wire rope of the second winch moves up and down along with the iron drum.
The beneficial effects of the utility model are as follows:
1) According to the utility model, the first winch device is used for pulling the iron drum for transporting the earth and stones to move towards the operation platform outside the hole, and when the iron drum moves to the edge of the hole, the worker can pour the earth and stones, so that the falling risk of the worker at the upper part is reduced;
2) According to the utility model, the iron barrel transports soil and stone from the inside of the hole to the outside of the hole through the fixed pulley device, the anti-falling device is in a working state in a full range, the iron barrel is effectively prevented from falling, and workers in the hole are in a safe construction environment.
Drawings
FIG. 1 is a cross-sectional view of the present utility model at an orifice location;
FIG. 2 is a schematic plan view of an operation platform according to the present utility model;
FIG. 3 is a top view of the present utility model;
fig. 4 is an elevation view of the present utility model.
Detailed Description
In order to better understand the above technical solutions, the following detailed description will refer to the accompanying drawings and specific embodiments.
Implementation example 1:
in order to solve the problem of poor anti-capsizing performance in the prior art. Referring to fig. 1-4, the technical scheme provided by the present embodiment is: a vertical transport device for hole pile construction, comprising: the base 1 is detachably fixed on the top surface of the hole pile retaining wall 3 through bolts 2; the connecting plate 4 is fixedly connected with the end part of the base 1; the stand columns of the frame body are fixedly connected to four corners of the base 1; the fixed pulley device 16 is hung on the top of the stand column of the frame body; a first winch 19, the first winch 19 being fixedly connected to the base 1; the steel wire rope 17, through fixed pulley device 16 in the middle of the steel wire rope 17, the one end of steel wire rope 17 can be dismantled and connect iron drum 18 the other end and be connected with first hoist engine 19.
Further, the method further comprises the following steps: the operation platform comprises a support 5, a support base plate 6, a platform main beam 7, a platform secondary beam 8, an operation platform plate 9 and a second winch platform plate 10; the lower end of the support 5 is fixedly connected with the base 1, and the upper end of the support 5 is fixedly connected with the platform girder 7; the support base plate 6 is positioned between the support 5 and the base 1; the platform secondary beam 8 is fixedly connected to the upper part of the platform main beam 7; the operation platform plate 9 is positioned at the upper part of the main platform beam 7 and the secondary platform beam 8; the second winch platform plate 10 is fixedly connected to the upper part of the platform secondary beam 8; wherein the first winch 19 is fixedly connected with the base 1 by being fixedly connected with the second winch platform plate 10.
Further, the multifunctional portable electric power tool also comprises a connecting plate 4, wherein the connecting plate 4 is fixedly connected with the end part of the base 1;
the stand column of the stand body comprises 4 vertical rods 11 and 4 first horizontal rods 12, and the first horizontal rods 12 are connected around the vertical rods 11; the pole setting 11 is located the base 1 four angles, and the lower extreme passes through bolted connection with connecting plate 4, and the upper end is connected with support body roof connecting plate 13, and first horizon bar 12 is located between two continuous pole settings 11, adopts bolt 14 to carry out horizontal connection with support body pole setting 11, links to each other two pole settings and first horizon bar 12 and forms a inclined plane.
Further, the method further comprises the following steps: the support body roof, the support body roof contains 6 second horizon bars 15, and 6 second horizon bars 15 connect into the word structure of field, and fixed pulley device 16 hangs in support body stand top through support body roof field word central point.
Further, the method further comprises the following steps: and the falling protector 20 is hung on the second horizontal rod 15 at the top of the stand column of the frame body, a falling rope of the falling protector is fixedly connected with the upper part of the iron drum, and the falling protector is in a working state in the whole process when the hole pile is excavated.
Further, the number of the supporting seats 5 is 6, the lower ends of the supporting seats are respectively fixed with the base 1, and the upper ends of the supporting seats are respectively fixed with the platform main beams 7.
Preferably, the fall arrestor 20 is in tension during upward earthmoving of the cask 18.
Further, the method further comprises the following steps: a second winch 19-1, wherein one end of the second winch 19-1 is fixed on the first winch platform plate 10-1, and the other end of the second winch is connected with the upper opening edge of the iron drum 18; the second winch 19-1 is fixed on the second winch platform board 10 of the first horizontal bar 12 of the upper part of the operation platform board 9, and the steel wire rope of the second winch 19-1 moves up and down along with the iron drum 18.
The foregoing is a further detailed description of the utility model in connection with the preferred embodiments, and it is not intended that the utility model be limited to the specific embodiments described. It will be apparent to those skilled in the art that several simple deductions or substitutions may be made without departing from the spirit of the utility model, and these should be considered to be within the scope of the utility model.
Claims (7)
1. Vertical conveyer of hole stake construction, characterized by includes:
the base (1) is detachably fixed on the top surface of the hole pile retaining wall (3) through bolts (2);
the connecting plate (4) is fixedly connected with the end part of the base (1);
the stand columns of the frame body are fixedly connected to four corners of the base (1);
the fixed pulley device (16), the fixed pulley device (16) hangs on the top of the stand column of the frame body;
the first winch (19), the first winch (19) is fixedly connected to the base (1);
the steel wire rope (17), through the fixed pulley device (16) in the middle of the steel wire rope (17), one end of the steel wire rope (17) is detachably connected with the iron drum (18), and the other end of the steel wire rope is connected with the first winch (19);
one end of the second winch (19-1) is fixed on the first winch platform plate (10-1), and the other end of the second winch (19-1) is connected with the upper opening edge of the iron drum (18);
the anti-falling device (20), the upper end of the anti-falling device (20) is hung at the top of the frame body, and the lower end of the anti-falling device is connected with the iron barrel.
2. The bored pile construction vertical transport apparatus according to claim 1, further comprising:
the operation platform comprises a support (5), a support base plate (6), a platform main beam (7), a platform secondary beam (8), an operation platform plate (9) and a second winch platform plate (10); the lower end of the support (5) is fixedly connected with the base (1), and the upper end of the support (5) is fixedly connected with the platform girder (7); the support base plate (6) is positioned between the support (5) and the base (1); the platform secondary beam (8) is fixedly connected to the upper part of the platform main beam (7); the operation platform plate (9) is positioned at the upper part of the platform main beam (7) and the platform secondary beam (8); the second winch platform plate (10) is fixedly connected to the upper part of the platform secondary beam (8);
wherein, the first winch (19) is fixedly connected with the base (1) through the fixed connection on the second winch platform plate (10).
3. The vertical transport device for hole pile construction according to claim 1, further comprising a connecting plate (4), wherein the connecting plate (4) is fixedly connected with the end of the base (1);
the stand column of the stand body comprises 4 vertical rods (11), 4 first horizontal rods (12), and the first horizontal rods (12) are connected around the vertical rods (11); the vertical rods (11) are positioned at four corners of the base (1), the lower ends of the vertical rods are connected with the connecting plates (4) through bolts, the upper ends of the vertical rods are connected with the connecting plates (13) of the top plate of the frame body, the first horizontal rods (12) are positioned between the two connected vertical rods (11), the vertical rods are horizontally connected with the vertical rods (11) of the frame body through bolts (14), and the two connected vertical rods and the first horizontal rods form an inclined plane.
4. The bored pile construction vertical transport apparatus according to claim 1, further comprising:
the frame body top plate comprises 6 second horizontal rods (15), the 6 second horizontal rods are connected to form a field character structure, and the fixed pulley device (16) is suspended at the top of the frame body upright post through the field character center point of the frame body top plate.
5. The bored pile construction vertical transport apparatus according to claim 2, further comprising: the number of the supporting seats (5) is 6, the lower ends of the supporting seats are respectively fixed with the base (1), and the upper ends of the supporting seats are respectively fixed with the platform main beams (7).
6. The vertical transport device for hole pile construction according to claim 1, wherein,
the fall arrester (20) is in a tight state in the upward earth moving process of the iron drum (18).
7. The bored pile construction vertical transport apparatus according to claim 1, further comprising: the second winch (19-1) is fixed on the second winch platform plate (10) of the first horizontal rod (12) at the inclined upper part of the operation platform plate (9), and a steel wire rope of the second winch (19-1) moves up and down along with the iron drum (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222261710.2U CN219031642U (en) | 2022-08-26 | 2022-08-26 | Vertical conveying device for hole pile construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222261710.2U CN219031642U (en) | 2022-08-26 | 2022-08-26 | Vertical conveying device for hole pile construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219031642U true CN219031642U (en) | 2023-05-16 |
Family
ID=86273130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222261710.2U Active CN219031642U (en) | 2022-08-26 | 2022-08-26 | Vertical conveying device for hole pile construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219031642U (en) |
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2022
- 2022-08-26 CN CN202222261710.2U patent/CN219031642U/en active Active
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