Hole digging pile operation platform

Abstract

The utility model relates to the technical field of hole digging piles, and discloses a hole digging pile operation platform which is applied to a slope and comprises channel steel, a support, a frame, a steel plate, a crawling ladder, steel chisels and anchor rods. The channel steel is buried in the bottom of the slope. The support is laid on the inclined face of the slope and connected to the channel steel. The frames are sequentially installed on the support in the inclination direction of the slope, and the multiple frames are sequentially distributed from top to bottom in the height direction of the slope and used for supporting and installing the steel plates respectively. The steel plates are installed on the top faces of the frames respectively, the planes where the steel plates are located are all located on the horizontal plane, and the steel plates are used as working platforms for construction of workers and can be used on steep slopes of mountains. After the steel plates are installed on the inclined face of a slope, the steel plates are all located in the horizontal plane and can provide standing positions for constructors to manually dig the pile. Therefore, a constructor does not need to excavate a construction road before construction, and the construction amount is reduced. And moreover, the installation is convenient, and the construction difficulty is reduced.

Description

Technical Field

[0001] This application relates to the technical field of dug piles, for example, to a dug pile operation platform. Background Art

[0002] The related art (Publication No.: CN216275683U) discloses a portable manual dug pile pouring platform, including a cuboid-shaped lower frame composed of square tube supports. A makeshift ladder is provided on one side of the lower frame, and an openable platform entrance is provided above the makeshift ladder. A pouring platform is welded on the upper surface of the lower frame, and a conduit buckle is left in the middle of the pouring platform, and a circular through hole is opened in the center of the conduit buckle. Square tube columns forming a cuboid-shaped upper frame are provided at the four corners above the pouring platform. Horizontal angle steel railings are provided between the two square tube columns on each side of the upper frame. A pouring reserved port is provided on one side of the upper frame.

[0003] In the process of implementing the above embodiments, it is found that at least the following problems exist in the related art:

[0004] This portable manual dug pile pouring platform can solve the problem that a concrete mixer truck cannot directly enter a narrow construction site for pile pouring, and has the advantages of being light in structure and convenient to transport. However, it cannot be applied to a steep slope of a mountain to provide a standing position for construction workers to dig manual piles.

[0005] It should be noted that the information disclosed in the above background art section is only used to enhance the understanding of the background of this application, and therefore may include information that does not constitute the prior art known to those of ordinary skill in the art. Summary of the Utility Model

[0006] To have a basic understanding of some aspects of the disclosed embodiments, a simple summary is given below. The summary is not a general review, nor is it intended to identify key / important constituent elements or delineate the protection scope of these embodiments, but rather serves as a preface to the subsequent detailed description.

[0007] The embodiments of the present disclosure provide a dug pile operation platform to be applicable to a steep slope of a mountain.

[0008] In some embodiments, the dug pile operation platform, which is applied to a slope, includes: channel steel buried at the bottom of the slope; a bracket laid on the inclined surface of the slope and connected to the channel steel; frames sequentially installed on the bracket along the inclined direction of the slope, and multiple frames are distributed from top to bottom in sequence along the height direction of the slope; steel plates respectively installed on the top surfaces of each frame, the planes of multiple steel plates are all horizontal planes, and each steel plate includes a round hole at its center; a ladder installed along the height direction of the slope on the remaining multiple rectangular frames except the lowermost one; steel drills driven into the top of the slope, located on both sides of the bracket along the width direction of the bracket, and both sides of the steel drills are connected to the bracket; anchor rods evenly driven into the slope, located on both sides of the bracket along the width direction of the bracket, and multiple anchor rods on both sides are connected to the bracket.

[0009] Optionally, the bracket includes: a rectangular frame laid on the inclined surface of the slope; reinforcing rods evenly connected to the inner side of the rectangular frame; wherein, the channel steel, both sides of the steel drills and multiple anchor rods are all connected to the rectangular frame.

[0010] Optionally, it further includes: adjustable legs installed between the slope and the bracket along the height direction of the slope, located on both sides of the slope and the bracket along the width direction of the bracket, and one end of both sides of the adjustable legs is connected to the rectangular frame; wherein, the slope includes grooves on its inclined surface, and the other end of both sides of the adjustable legs abuts against the bottom of the grooves.

[0011] Optionally, each adjustable leg includes: a first threaded cylinder; threaded rods respectively threadedly connected to both ends of the first threaded cylinder; second threaded cylinders respectively threadedly connected to both ends of the threaded rods; wherein, one of the second threaded cylinders at both ends is connected to the rectangular frame, and the other of the second threaded cylinders at both ends abuts against the bottom of the groove.

[0012] Optionally, each adjustable leg further includes: a backing plate connected to the other of the two ends of the threads and fitting with the bottom of the groove.

[0013] Optionally, it further includes: chord bars connected between multiple frames, located on both sides of multiple frames along the width direction of the bracket.

[0014] Optionally, it further includes: trusses connected between the chord bars on both sides and the rectangular frame, and respectively located between two adjacent frames.

[0015] Optionally, it further includes: safety nets respectively installed between the chord bars on both sides and multiple trusses, and evenly distributed between two adjacent frames.

[0016] Optionally, it further includes: a concrete base, poured at the bottom of the slope; wherein, the channel steel is buried in the concrete base.

[0017] The dug pile operation platform provided by the embodiment of the present disclosure can achieve the following technical effects:

[0018] The dug pile operation platform provided by the embodiment of the present disclosure is applied to a slope and includes channel steel, brackets, frames, steel plates, ladders, steel drills, and anchor rods. The channel steel is buried at the bottom of the slope and is used to support and install the brackets. The brackets are laid on the inclined surface of the slope and are connected to the channel steel, and are used to support and install the frames. The frames are sequentially installed on the brackets along the inclined direction of the slope. Along the height direction of the slope, multiple frames are distributed from top to bottom in sequence, and are respectively used to support and install the steel plates. The steel plates are respectively installed on the top surfaces of each frame, and the planes where the multiple steel plates are located are all horizontal planes, and are respectively used as the operation platforms for workers to construct. Each steel plate includes a round hole located at its center, and the through hole is used for manual digging of pile holes and through filling pipes, etc. The ladders are respectively installed on the remaining multiple rectangular frames except the lowermost one along the height direction of the slope, and are used for construction personnel to climb, so as to facilitate the construction personnel to move from one steel plate to another. The steel drills are driven into the top of the slope, located on both sides of the brackets along the width direction of the brackets, and both sides of the steel drills are connected to the brackets, and are used for positioning to prevent the operation platform from shaking left and right during the installation process. The anchor rods are evenly driven into the slope, located on both sides of the brackets along the width direction of the brackets, and multiple anchor rods on both sides are connected to the brackets, and are used to improve the stability of the operation platform after installation and completion, so as to prevent the operation platform from shaking left and right during the use process.

[0019] The dug pile operation platform provided by the embodiment of the present disclosure can be used on the steep slope surface of the mountain. After being installed on the inclined surface of the slope, multiple steel plates are all in the horizontal plane, and can respectively provide standing positions for construction personnel to manually dig pile holes. Therefore, it is not necessary for construction personnel to excavate construction access roads before construction, reducing the construction volume. And the installation is convenient, reducing the construction difficulty.

[0020] The above general description and the following description are only exemplary and explanatory, and are not used to limit this application. Description of the Drawings

[0021] One or more embodiments are exemplarily illustrated by corresponding drawings. These exemplary illustrations and the drawings do not constitute limitations on the embodiments. Elements with the same reference numerals in the drawings are regarded as similar elements. The drawings do not constitute a proportional limitation, and among them:

[0022] Figure 1 is a schematic structural diagram of a dug pile operation platform provided by the embodiment of the present disclosure;

[0023] Figure 2 is Figure 1 The enlarged structural schematic diagram at position A in

[0024] Figure 3 is Figure 1 The enlarged structural schematic diagram at position B in

[0025] Figure 4 The top view of the steel plate of a dug pile operation platform provided by an embodiment of the present disclosure;

[0026] Figure 5 The side view of the ladder of a dug pile operation platform provided by an embodiment of the present disclosure;

[0027] Figure 6 The structural schematic diagram of a bracket of a dug pile operation platform provided by an embodiment of the present disclosure.

[0028] Reference numerals:

[0029] 10: Slope; 20: Channel steel; 30: Bracket; 31: Rectangular frame; 32: Reinforcing rod; 40: Frame; 50: Steel plate; 60: Steel drill; 70: Anchor rod; 80: Adjustable support leg; 81: First threaded cylinder; 82: Threaded rod; 83: Second threaded cylinder; 84: Base plate; 90: Chord; 100: Truss; 110: Safety net; 120: Concrete base; 130: Ladder. Detailed implementation manners

[0030] In order to be able to understand the features and technical content of the embodiments of the present disclosure in more detail, the implementation of the embodiments of the present disclosure will be described in detail below with reference to the drawings. The attached drawings are only for reference and illustration purposes and are not used to limit the embodiments of the present disclosure. In the following technical description, for the convenience of explanation, a sufficient understanding of the disclosed embodiments is provided through multiple details. However, one or more embodiments can still be implemented without these details. In other cases, well-known structures and devices can be shown in a simplified manner.

[0031] Terms such as "first" and "second" in the description and claims of the embodiments of the present disclosure and the above-mentioned drawings are used to distinguish similar objects and do not have to be used to describe a specific order or sequence. It should be understood that such data can be interchanged under appropriate circumstances so as to implement the embodiments of the present disclosure described herein. In addition, the terms "comprising" and "having" and any variations thereof are intended to cover non-exclusive inclusion.

[0032] In the embodiments of the present disclosure, the orientation or positional relationship indicated by terms such as "upper", "lower", "inner", "middle", "outer", "front", "rear", etc. is based on the orientation or positional relationship shown in the drawings. These terms are mainly used to better describe the embodiments of the present disclosure and their embodiments, and are not used to limit that the indicated devices, elements or components must have a specific orientation, or be constructed and operated in a specific orientation. Moreover, in addition to being able to represent an orientation or positional relationship, some of the above terms may also be used to represent other meanings. For example, the term "upper" may also be used to represent a certain attachment relationship or connection relationship in some cases. For those of ordinary skill in the art, the specific meanings of these terms in the embodiments of the present disclosure can be understood according to specific circumstances.

[0033] In addition, the terms "arranged", "connected", "fixed" should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral structure; it can be a mechanical connection or an electrical connection; it can be directly connected, or indirectly connected through an intermediate medium, or there is internal communication between two devices, elements or components. For those of ordinary skill in the art, the specific meanings of the above terms in the embodiments of the present disclosure can be understood according to specific circumstances.

[0034] Unless otherwise specified, the term "plurality" means two or more.

[0035] In the embodiments of the present disclosure, the character " / " indicates that the objects before and after are in an "or" relationship. For example, A / B means: A or B.

[0036] The term "and / or" is an associative relationship describing an object, indicating that there can be three relationships. For example, A and / or B means: A or B, or, A and B these three relationships.

[0037] It should be noted that, without conflict, the embodiments in the embodiments of the present disclosure and the features in the embodiments can be combined with each other.

[0038] Combined with Figures 1 to 6As shown in the figure, an operation platform for dug piles provided by an embodiment of the present disclosure is applied to a slope 10 and includes a channel steel 20, a bracket 30, a frame 40, a steel plate 50, a ladder 130, a steel drill 60, and an anchor rod 70. The channel steel 20 is buried at the bottom of the slope 10. The bracket 30 is laid on the inclined surface of the slope 10 and connected to the channel steel 20. The frame 40 is sequentially installed on the bracket 30 along the inclined direction of the slope 10, and a plurality of frames 40 are distributed from top to bottom along the height direction of the slope 10. The steel plate 50 is respectively installed on the top surface of each frame 40, and the planes where the plurality of steel plates 50 are located are all horizontal planes. Each steel plate 50 includes a circular hole at its center. The ladder 130 is respectively installed on the plurality of rectangular frames 31 except the lowermost one along the height direction of the slope 10. The steel drill 60 is driven into the top of the slope 10 and is located on both sides of the bracket 30 along the width direction of the bracket 30, and both sides of the steel drill 60 are connected to the bracket 30. The anchor rods 70 are evenly driven into the slope 10 and are located on both sides of the bracket 30 along the width direction of the bracket 30, and a plurality of anchor rods 70 on both sides are connected to the bracket 30.

[0039] An operation platform for dug piles provided by an embodiment of the present disclosure is applied to a slope 10 and includes a channel steel 20, a bracket 30, a frame 40, a steel plate 50, a ladder 130, a steel drill 60, and an anchor rod 70. The channel steel 20 is buried at the bottom of the slope 10 and is used to support and install the bracket 30. The bracket 30 is laid on the inclined surface of the slope 10 and connected to the channel steel 20, and is used to support and install the frame 40. The frame 40 is sequentially installed on the bracket 30 along the inclined direction of the slope 10, and a plurality of frames 40 are distributed from top to bottom along the height direction of the slope 10, and are respectively used to support and install the steel plate 50. The steel plate 50 is respectively installed on the top surface of each frame 40, and the planes where the plurality of steel plates 50 are located are all horizontal planes, and are respectively used as the operation platforms for workers to construct. Each steel plate 50 includes a circular hole at its center, and the through hole is used for manual digging of pile holes and through filling pipes, etc. The ladder 130 is respectively installed on the plurality of rectangular frames 31 except the lowermost one along the height direction of the slope 10 and is used for construction personnel to climb, so as to facilitate the construction personnel to move from one steel plate 50 to another. The steel drill 60 is driven into the top of the slope 10 and is located on both sides of the bracket 30 along the width direction of the bracket 30, and both sides of the steel drill 60 are connected to the bracket 30, and is used for positioning to prevent the operation platform from shaking left and right during the installation process. The anchor rods 70 are evenly driven into the slope 10 and are located on both sides of the bracket 30 along the width direction of the bracket 30, and a plurality of anchor rods 70 on both sides are connected to the bracket 30, and are used to improve the stability of the operation platform after installation and completion to prevent the operation platform from shaking left and right during the use process.

[0040] A dug pile operation platform provided by an embodiment of the present disclosure can be used on the slope surface 10 of a steep mountain. After being installed on the inclined surface of the slope 10, a plurality of steel plates 50 are all in a horizontal plane, and can respectively provide standing positions for construction workers to dig piles manually. Therefore, it is not necessary for construction workers to excavate a construction access road before construction, reducing the construction volume. Moreover, the installation is convenient, reducing the construction difficulty.

[0041] Optionally, in combination with Figure 6 As shown, the bracket 30 includes a rectangular frame 31 and reinforcing bars 32. The rectangular frame 31 is laid on the inclined surface of the slope 10. The reinforcing bars 32 are evenly connected to the inner side of the rectangular frame 31. Among them, the channel steel 20, the two side steel pins 60 and a plurality of anchor bolts 70 are all connected to the rectangular frame 31.

[0042] In the embodiment of the present disclosure, the bracket 30 includes a rectangular frame 31 laid on the inclined surface of the slope 10 and reinforcing bars 32 evenly connected to the inner side of the rectangular frame 31. The rectangular frame 31 is used to be connected to the channel steel 20, the two side steel pins 60 and a plurality of anchor bolts 70, all of which are connected to the rectangular frame 31 to fix the entire operation platform to the inclined surface of the slope 10. The plurality of reinforcing bars 32 are used to improve the structural strength of the rectangular frame 31, and further improve the stability of the entire operation platform.

[0043] Optionally, in combination with Figures 1 to 6 As shown, it further includes adjustable legs 80. The adjustable legs 80 are installed between the slope 10 and the bracket 30 along the height direction of the slope 10, and are located on both sides of the slope 10 and the bracket 30 along the width direction of the bracket 30. The lengths of the two adjustable legs 80 on both sides can be adjusted. One end of each of the two adjustable legs 80 on both sides is connected to the rectangular frame 31. Among them, the slope 10 includes a groove on its inclined surface, and the other end of each of the two adjustable legs 80 on both sides abuts against the bottom of the groove.

[0044] In the embodiment of the present disclosure, the groove is used to support and install the two adjustable legs 80 on both sides. The two adjustable legs 80 on both sides are used to adjust the angle of the rectangular frame 31, and finally change the angle of the plurality of steel plates 50 after installation. So that the plurality of steel plates 50 can all be in a horizontal plane, thereby providing a standing position for construction workers to dig piles manually.

[0045] Optionally, in combination with Figure 1 and Figure 3 As shown, each adjustable leg 80 includes a first threaded cylinder 81, a threaded rod 82 and a second threaded cylinder 83. The threaded cylinder is located between the rectangular frame 31 and the bottom of the groove. The threaded rod 82 is respectively threadedly connected to both ends of the first threaded cylinder 81. The second threaded cylinder 83 is respectively threadedly connected to both ends of the threaded rod 82. Among them, one of the two second threaded cylinders 83 at both ends is connected to the rectangular frame 31, and the other of the two second threaded cylinders 83 at both ends abuts against the bottom of the groove.

[0046] In the embodiments of the present disclosure, by rotating the first threaded cylinder 81, through the interaction between the threads, the protruding lengths of the two end threaded rods 82 from the first threaded cylinder 81 can be changed. Alternatively, by rotating any one of the threaded rods 82, through the interaction between the threads, the protruding lengths of the threaded rod from the connected first threaded cylinder 81 and second threaded cylinder 83 can also be changed. Finally, the overall length of the adjustable support leg 80 can be changed to adjust the inclination angle of the rectangular frame 31.

[0047] Optionally, as shown in combination with Figure 1 and Figure 3 each adjustable support leg 80 further includes a backing plate 84. The backing plate 84 is connected to the other of the two end threads and fits against the bottom of the groove.

[0048] In the embodiments of the present disclosure, each adjustable support leg 80 further includes a backing plate 84 connected to the other of the two end threads. The backing plate 84 is used to fit against the bottom of the groove to increase the contact area with the bottom of the groove, thereby playing a role in reducing the pressure and avoiding the sinking phenomenon.

[0049] Optionally, as shown in combination with Figures 1 to 3 there is also a chord member 90. The chord member 90 is connected between a plurality of frames 40 and is located on both sides of the plurality of frames 40 along the width direction of the support 30.

[0050] In the embodiments of the present disclosure, there is also a chord member 90 connected between a plurality of frames 40. The chord member 90 is located on both sides of the plurality of frames 40 along the width direction of the support 30 and is used to improve the overall strength of the operating platform.

[0051] Optionally, as shown in combination with Figures 1 to 3 there is also a truss 100. The truss is connected between the two side chord members 90 and the rectangular frame 31 and is respectively located between two adjacent frames 40.

[0052] In the embodiments of the present disclosure, there is also a truss 100 connected between the two side chord members 90 and the rectangular frame 31 and respectively located between two adjacent frames 40. The truss 100 is also used to improve the connection strength of the two side chord members 90, thereby improving the overall strength of the operating platform.

[0053] Optionally, as shown in combination with Figures 1 to 3 there is also a safety net 110. The safety net 110 is respectively installed between the two side chord members 90 and a plurality of trusses and is evenly distributed between two adjacent frames 40.

[0054] In the embodiments of the present disclosure, there is also a safety net 110 respectively installed between the two side chord members 90 and a plurality of trusses and evenly distributed between two adjacent frames 40. The safety net 110 is used to play a role in installation protection to prevent construction workers from directly falling to the ground from a height.

[0055] Optionally, in combination with Figure 1 and Figure 2 As shown, it further includes a concrete base 120. The concrete base 120 is poured at the bottom of the slope 10. Among them, the channel steel 20 is buried in the concrete base 120.

[0056] In the embodiment of the present disclosure, it further includes a concrete base 120 poured at the bottom of the slope 10. The concrete base 120 is used to support and install the channel steel 20 to improve the stability of the channel steel 20 and ultimately improve the stability of the operating platform.

[0057] The above description and the drawings fully illustrate the embodiments of the present disclosure so that those skilled in the art can practice them. Other embodiments may include structural and other changes. The embodiments only represent possible variations. Unless explicitly required, the individual components and functions are optional, and the order of operations can vary. Parts and features of some embodiments may be included in or replace parts and features of other embodiments. The embodiments of the present disclosure are not limited to the structures already described and shown in the drawings, and various modifications and changes can be made without departing from its scope. The scope of the present disclosure is only limited by the appended claims.

Claims

1. A bored pile operation platform, applied to a slope, characterized in that: include: Channel steel, buried at the bottom of the slope; A bracket, laid on the inclined surface of the slope and connected to the channel steel; Frames are sequentially mounted on the brackets along the inclination direction of the slope, and a plurality of the frames are sequentially distributed from top to bottom along the height direction of the slope; Steel plates are respectively mounted on the top surface of each of the frames, the planes where the multiple steel plates are located are all in a horizontal plane, and each of the steel plates includes a circular hole located at the center thereof; Ladders, installed along the height direction of the slope on the plurality of rectangular frames except the bottom one; A steel chisel is driven into the top of the slope and is located on both sides of the bracket along the width direction of the bracket, and the steel chisels on both sides are connected to the bracket; Anchor rods are evenly driven into the slope and are located on both sides of the bracket along the width direction of the bracket. Multiple anchor rods on both sides are connected to the bracket.

2. A bored pile operating platform according to claim 1, characterized in that: The support comprises: A rectangular frame is laid on the inclined surface of the slope; Reinforcing rods are evenly connected to the inner side of the rectangular frame; Wherein, the channel steel, the steel chisels on both sides and the plurality of anchor rods are all connected to the rectangular frame.

3. A bored pile operation platform according to claim 2, characterized in that: Also includes: The adjustable legs are installed between the slope and the bracket along the height direction of the slope and are located on both sides of the slope and the bracket along the width direction of the bracket, and one end of the adjustable legs on both sides is connected to the rectangular frame; Wherein, the slope includes a groove located on its inclined surface, and the other ends of the adjustable legs on both sides are against the bottom of the groove.

4. A bored pile operating platform according to claim 3, characterized in that: Each of the adjustable legs comprises: a first threaded barrel; A threaded rod, threadedly connected to both ends of the first threaded cylinder; A second threaded cylinder, threadedly connected to the threaded rods at both ends; Among them, one of the second threaded barrels at both ends is connected to the rectangular frame, and the other of the second threaded barrels at both ends abuts against the bottom of the groove.

5. A bored pile operating platform according to claim 4, characterized in that: Each of the adjustable legs further comprises: A backing plate is connected to the other of the threads at both ends and fits with the bottom of the groove.

6. A bored pile operating platform according to claim 2, characterized in that: Also includes: The chord rod is connected between the multiple frames and is located on both sides of the multiple frames along the width direction of the bracket.

7. A bored pile operating platform according to claim 6, characterized in that: Also includes: The trusses are connected between the chords and the rectangular frames on both sides and are respectively located between two adjacent frames.

8. A bored pile operating platform according to claim 7, characterized in that: Also includes: The protective nets are respectively installed between the chord rods and the plurality of trusses on the two sides, and are evenly distributed between two adjacent frames.

9. A bored pile operating platform according to any one of claims 1 to 8, characterized in that: Also includes: A concrete base, cast at the bottom of the slope; Wherein, the channel steel is embedded in the concrete base.

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