Hole digging pile operation platform based on mountain slope surface

Abstract

The utility model relates to the technical field of hole digging piles, and discloses a hole digging pile operation platform based on a mountain slope surface, which comprises first channel steel, a lower chord frame, a platform frame, a first steel plate, second channel steel, an upper chord frame, a transverse truss and a steel bar anchor rod. In the using process, after the first channel steel is buried in the bottom of the slope, the lower chord frame can be welded through square pipes and the like and laid on the inclined face of the slope. And then the square pipes are welded to form a platform frame, a first steel plate is welded to the top end of the platform frame, and a working platform for worker construction can be formed. After the second channel steel is buried in the bottom of the slope subsequently, the upper chord frame is welded between the first channel steel and the platform frame through the square pipe, and the transverse truss is welded between the upper chord frame and the lower chord frame, so that the structural strength and stability of the whole operation platform can be guaranteed, and safe operation of constructors is guaranteed. In addition, constructors do not need to excavate a construction road on the slope face of the mountain before construction, and the construction amount is reduced.

Description

Technical Field

[0001] This application relates to the field of bored pile technology, for example to an operating platform for bored piles based on mountain slopes. Background Technology

[0002] A related technology (publication number: CN207348414U) discloses a platform device for excavating bored piles on steep mountain slopes, including an operating platform base fixed to the steep mountain slope. A safety protection platform is connected to the operating platform base. A mountain protection device is also connected to the side of the operating platform base. A cover plate is provided on the top of the safety protection platform. Both the operating platform base and the safety protection platform are rectangular frame structures.

[0003] In implementing the above embodiments, at least the following problems were found in the related technology:

[0004] After installing the operating platform base on the mountain slope, the mountain protection device and safety protection platform are then installed on the operating platform base. This allows construction workers to work and excavate during the bored pile excavation. However, before installing the operating platform base on the mountain slope, construction workers still need to excavate a construction access road on the mountain slope before installing the operating platform base, thus requiring a significant amount of construction work.

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

[0006] To provide a basic understanding of some aspects of the disclosed embodiments, a brief summary is given below. This summary is not intended as a general commentary, nor is it intended to identify key / important components or describe the scope of protection of these embodiments, but rather as a prelude to the detailed description that follows.

[0007] This disclosure provides an operating platform for bored piles on mountain slopes to reduce construction workload.

[0008] In some embodiments, the operating platform for bored piles based on a mountain slope, applied to a slope, includes: a first channel steel embedded at the bottom of the slope; a lower chord frame connected to the first channel steel and laid on the inclined surface of the slope; a platform frame connected to the top of the lower chord frame; a first steel plate installed on the top surface of the frame, the first steel plate being in a horizontal plane; a second channel steel embedded at the bottom of the slope, the line of the second channel steel being parallel to the line of the first channel steel; an upper chord frame connected between the first channel steel and the platform frame, the plane of the upper chord frame being parallel to the plane of the lower chord frame; a transverse truss evenly connected between the upper chord frame and the lower chord frame; and reinforcing bar anchors evenly driven into the slope, with multiple reinforcing bar anchors connected to the lower chord frame.

[0009] Optionally, it further includes: adjustable legs, connected to the lower chord frame along the height direction of the slope, and evenly distributed along the width direction of the lower chord frame; wherein the slope includes a groove on its inclined surface, and the plurality of adjustable legs abut against the bottom of the groove.

[0010] Optionally, each of the adjustable legs includes: a threaded cylinder, positioned between the lower chord frame and the groove along the height direction of the slope; and a threaded rod, threadedly connected to both ends of the threaded cylinder, one of the threaded rods at both ends being connected to the lower chord frame, and the other of the threaded rods at both ends abutting against the bottom of the groove.

[0011] Optionally, it further includes: a second steel plate laid at the bottom of the groove; wherein the plurality of adjustable legs abut against the top surface of the second steel plate.

[0012] Optionally, it further includes: steel rods, driven into the top of the slope and evenly distributed along the width direction of the lower chord frame, with multiple steel rods connected to the lower chord frame.

[0013] Optionally, it further includes: a first concrete base, poured at the bottom of the slope; wherein the first channel steel is embedded in the first concrete base.

[0014] Optionally, it further includes: a first long scaffold post, embedded in the first concrete base along the height direction of the slope, one end of the first long scaffold post being located inside the first concrete base, and the other end of the first long scaffold post passing through the top surface of the first concrete base.

[0015] Optionally, it further includes: a second concrete base, cast at the bottom of the slope; wherein the second channel steel is embedded in the second concrete base.

[0016] Optionally, it further includes: a second long scaffold post, embedded in the second concrete base along the height direction of the slope, one end of the second long scaffold post being located inside the second concrete base, and the other end of the second long scaffold post passing through the top surface of the second concrete base.

[0017] The present disclosure provides an operating platform for bored piles based on mountain slopes, which can achieve the following technical effects:

[0018] This disclosure provides an operating platform for bored pile drilling on a mountain slope, applicable to slopes, including a first channel steel, a lower chord frame, a platform frame, a first steel plate, a second channel steel, an upper chord frame, a transverse truss, and reinforcing anchors. The first channel steel is embedded at the bottom of the slope to support the installation of the lower chord frame. The lower chord frame is connected to the first channel steel and laid on the inclined surface of the slope to support the installation of the platform frame. The platform frame is connected to the top of the lower chord frame to support the installation of the first steel plate. The first steel plate is installed on the top surface of the frame, lying in a horizontal plane, serving as a working platform for workers. The first steel plate includes a through hole at its center for bored pile drilling operations. The second channel steel is embedded at the bottom of the slope, its straight line parallel to that of the first channel steel, and is used to support the installation of the upper chord frame. The upper chord frame connects the first channel steel and the platform frame to provide stability to the platform frame. The plane of the upper chord frame is parallel to the plane of the lower chord frame to facilitate subsequent welding of the transverse truss. Transverse trusses are evenly connected between the upper and lower chord members to improve the structural integrity between them, thereby enhancing the stability of the platform frame. Reinforcing steel anchors are evenly driven into the slope, with multiple anchors connected to the lower chord member. This improves the stability of the lower chord members after they are laid on the slope, further enhancing the overall stability of the operating platform and preventing it from swaying during use.

[0019] During operation, after the first channel steel is embedded at the bottom of the slope, a lower chord frame can be welded using square tubing and laid on the sloping surface. Then, a platform frame is welded using square tubing, and a first steel plate is welded to the top of the platform frame, forming the work platform for workers. Subsequently, after embedding the second channel steel at the bottom of the slope, an upper chord frame is welded using square tubing between the first channel steel and the platform frame. A transverse truss is then welded between the upper and lower chord frames, ensuring the structural strength and stability of the entire operating platform and guaranteeing the safety of construction personnel. Furthermore, there is no need for workers to excavate access roads on the slope before construction, reducing the amount of work required.

[0020] The above general description and the description below are exemplary and illustrative only and are not intended to limit this application. Attached Figure Description

[0021] One or more embodiments are illustrated by way of example with reference to the accompanying drawings. These illustrations and drawings do not constitute a limitation on the embodiments. Elements having the same reference numerals in the drawings are considered similar elements. The drawings do not constitute a limitation of scale, and wherein:

[0022] Figure 1 This is a schematic diagram of the structure of an operating platform for bored piles based on a mountain slope surface, provided in an embodiment of this disclosure;

[0023] Figure 2 yes Figure 1 Enlarged structural diagram at point A;

[0024] Figure 3 yes Figure 1 Enlarged structural diagram at point B;

[0025] Figure 4 yes Figure 1 Enlarged structural diagram at point C;

[0026] Figure 5 yes Figure 1 Enlarged structural diagram at point D;

[0027] Figure 6 This is a plan view of the lower chord frame of a bored pile operating platform based on a mountain slope surface, provided by an embodiment of the present disclosure;

[0028] Figure 7 This is a plan view of the upper chord frame of a bored pile operating platform based on a mountain slope surface, provided by an embodiment of the present disclosure.

[0029] Figure label:

[0030] 1: First channel steel; 2: Lower chord frame; 3: Platform frame; 4: First steel plate; 5: Second channel steel; 6: Upper chord frame; 7: Transverse truss; 8: Reinforcing bar anchor; 9: Threaded cylinder; 10: Threaded rod; 11: Second steel plate; 12: Steel chisel; 13: First concrete base; 14: First long scaffold pole; 15: Second concrete base; 16: Second long scaffold pole. Detailed Implementation

[0031] To provide a more detailed understanding of the features and technical content of the embodiments of this disclosure, the implementation of the embodiments of this disclosure will be described in detail below with reference to the accompanying drawings. The accompanying drawings are for illustrative purposes only and are not intended to limit the embodiments of this disclosure. In the following technical description, for ease of explanation, several details are used to provide a full understanding of the disclosed embodiments. However, one or more embodiments may still be implemented without these details. In other cases, well-known structures and devices may be simplified in their depiction to simplify the drawings.

[0032] The terms "first," "second," etc., used in the specification, claims, and accompanying drawings of this disclosure are used to distinguish similar objects and are not necessarily used to describe a specific order or sequence. It should be understood that such data can be interchanged where appropriate for the embodiments of this disclosure described herein. Furthermore, the terms "comprising" and "having," and any variations thereof, are intended to cover non-exclusive inclusion.

[0033] In this disclosure, the terms "upper," "lower," "inner," "middle," "outer," "front," and "rear," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. These terms are primarily for better description of the embodiments of this disclosure and their implementations, and are not intended to limit the indicated devices, elements, or components to having a specific orientation, or to require them to be constructed and operated in a specific orientation. Furthermore, some of the aforementioned terms may be used to indicate other meanings besides orientation or positional relationship; for example, the term "upper" may in some cases indicate a dependency or connection relationship. Those skilled in the art can understand the specific meaning of these terms in the embodiments of this disclosure according to the specific circumstances.

[0034] Furthermore, the terms "set up," "connect," and "fix" should be interpreted broadly. For example, "connection" 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 a direct connection or an indirect connection through an intermediate medium, or it can be an internal connection between two devices, components, or parts. Those skilled in the art can understand the specific meaning of the above terms in the embodiments of this disclosure according to the specific circumstances.

[0035] Unless otherwise stated, the term "multiple" means two or more.

[0036] In this embodiment of the disclosure, the character " / " indicates that the objects before and after it are in an "or" relationship. For example, A / B means: A or B.

[0037] The term "and / or" describes an association between objects, indicating that three relationships can exist. For example, A and / or B means: A or B, or A and B.

[0038] It should be noted that, unless otherwise specified, the embodiments and features described in the present disclosure can be combined with each other.

[0039] Combination Figures 1 to 7As shown, this embodiment of the disclosure provides an operating platform for bored pile drilling on a mountain slope, applied to a slope, including a first channel steel 1, a lower chord frame 2, a platform frame 3, a first steel plate 4, a second channel steel 5, an upper chord frame 6, a transverse truss 7, and steel anchor bolts 8. The first channel steel 1 is embedded at the bottom of the slope to support the installation of the lower chord frame 2. The lower chord frame 2 is connected to the first channel steel 1 and laid on the inclined surface of the slope to support the installation of the platform frame 3. The platform frame 3 is connected to the top of the lower chord frame 2 to support the installation of the first steel plate 4. The first steel plate 4 is installed on the top surface of the frame, and is in a horizontal plane, serving as a working platform for workers. The first steel plate 4 includes a through hole located at its center for bored pile drilling operations. The second channel steel 5 is embedded at the bottom of the slope, and the line of the second channel steel 5 is parallel to the line of the first channel steel 1, serving to support the installation of the upper chord frame 6. The upper chord 6 connects the first channel steel 1 and the platform frame 3, providing stability to the platform frame 3. The plane of the upper chord 6 is parallel to the plane of the lower chord 2 to facilitate subsequent welding of the transverse truss 7. The transverse truss 7 is evenly connected between the upper chord 6 and the lower chord 2 to improve the structural integrity between them, thereby enhancing the stability of the platform frame 3. Reinforcing bar anchors 8 are evenly driven into the slope, with multiple anchors 8 connected to the lower chord 2, improving the stability of the lower chord members after they are laid on the slope, thus enhancing the overall stability of the operating platform and preventing it from swaying during use.

[0040] This disclosure provides an operating platform for bored piles on a mountain slope. After burying a first channel steel 1 at the bottom of the slope, a lower chord frame 2 can be welded using square tubing and laid on the sloping surface. Then, a platform frame 3 is welded using square tubing, and a first steel plate 4 is welded to the top of the platform frame 3, forming the work platform for workers. Subsequently, a second channel steel 5 is buried at the bottom of the slope, and an upper chord frame 6 is welded between the first channel steel 1 and the platform frame 3 using square tubing. A transverse truss 7 is then welded between the upper chord frame 6 and the lower chord frame 2, ensuring the structural strength and stability of the entire operating platform and guaranteeing the safety of construction personnel. Furthermore, it eliminates the need for excavating a construction access road on the mountain slope before construction, reducing the amount of work required.

[0041] Optionally, combined Figure 1 and Figure 2 As shown, it also includes adjustable outriggers. The adjustable outriggers are connected to the lower chord frame 2 along the height direction of the ramp and are evenly distributed along the width direction of the lower chord frame 2. The ramp includes grooves on its inclined surface, and multiple adjustable outriggers abut against the bottom of the grooves.

[0042] In this embodiment, multiple adjustable legs abut against the bottom of the groove to support the lower chord frame 2. The height of each adjustable leg is freely adjustable to accommodate uneven slopes. By adjusting the height of the multiple adjustable legs, the first steel plate 4 can ultimately be positioned in a horizontal plane, providing a standing position for construction workers to manually excavate the bored pile.

[0043] Optionally, combined Figure 1 and Figure 2 As shown, each adjustable support leg includes a threaded cylinder 9 and a threaded rod 10. The threaded cylinder 9 is positioned between the lower chord support 2 and the groove along the height direction of the slope. The threaded rod 10 is threaded to both ends of the threaded cylinder 9, with one of the threaded rods 10 connected to the lower chord support 2 and the other threaded rod 10 abutting against the bottom of the groove.

[0044] In this embodiment, rotating the threaded cylinder 9 changes the extension length of the threaded rods 10 at both ends through the interaction between the threads, thereby adjusting the overall height of the adjustable outrigger. This achieves the height adjustment function of the adjustable outrigger, and the combination of the threaded cylinder 9 and the threaded rods 10 provides advantages such as stable connection and ease of adjustment.

[0045] Optionally, combined Figure 1 and Figure 2 As shown, it also includes a second steel plate 11. The second steel plate 11 is laid at the bottom of the groove. Among them, multiple adjustable legs abut against the top surface of the second steel plate 11.

[0046] In this embodiment of the disclosure, a second steel plate 11 is also included, which is laid at the bottom of the groove. Multiple adjustable legs abut against the top surface of the second steel plate 11 to reduce the pressure on the bottom of the groove and prevent sinking.

[0047] Optionally, combined Figure 1 and Figure 3 As shown, it also includes steel rods 12. The steel rods 12 are driven into the top of the slope and are evenly distributed along the width direction of the lower chord frame 2. Multiple steel rods 12 are connected to the lower chord frame 2.

[0048] In this embodiment, steel rods 12 are also uniformly connected to the lower chord frame 2 along its width direction. Multiple steel rods 12 are driven into the top of the slope and serve a positioning function to prevent positional deviation of the lower chord frame 2 during installation.

[0049] Optionally, combined Figure 1 and Figure 4 As shown, it also includes a first concrete base 13. The first concrete base 13 is poured at the bottom of the slope. The first channel steel 1 is embedded in the first concrete base 13.

[0050] In this embodiment, a first concrete base 13 is also included, which is poured at the bottom of the slope. The first concrete base 13 is used to embed the first channel steel 1 to improve the stability of the first channel steel 1, and ultimately improve the stability of the entire operating platform.

[0051] Optionally, combined Figure 1 and Figure 4 As shown, it also includes a first long scaffold pole 14. The first long scaffold pole 14 is embedded in the first concrete base 13 along the height direction of the slope. One end of the first long scaffold pole 14 is located inside the first concrete base 13, and the other end of the first long scaffold pole 14 passes through the top surface of the first concrete base 13.

[0052] In this embodiment of the present disclosure, a first long scaffold pole 14 is also included, which is embedded in the first concrete base 13 along the height direction of the slope. One end of the first long scaffold pole 14 is located inside the first concrete base 13, and the other end passes through the top surface of the first concrete base 13, with 0.3 meters exposed to facilitate subsequent secondary pouring.

[0053] Optionally, combined Figure 1 and Figure 5 As shown, it also includes a second concrete base 15. The second concrete base 15 is poured at the bottom of the slope. The second channel steel 5 is embedded in the second concrete base 15.

[0054] In this embodiment, a second concrete base 15 is also included, cast at the bottom of the slope. The second concrete base is used to embed the second channel steel 5 to improve the stability of the second channel steel 5, and ultimately improve the stability of the entire operating platform.

[0055] Optionally, combined Figure 1 and Figure 5 As shown, it also includes a second long scaffold pole 16. The second long scaffold pole 16 is embedded in the second concrete base 15 along the height direction of the slope. One end of the second long scaffold pole 16 is located inside the second concrete base 15, and the other end of the second long scaffold pole 16 passes through the top surface of the second concrete base 15.

[0056] In this embodiment of the disclosure, a first-person long scaffold is also included, which is embedded in the second concrete base 15 along the height direction of the slope. One end of the first-person long scaffold is located inside the first-person concrete base, and the other end passes through the top surface of the second concrete base 15, with 0.3 meters exposed to facilitate subsequent secondary pouring.

[0057] The foregoing description and accompanying drawings fully illustrate embodiments of the present disclosure to enable those skilled in the art to practice them. Other embodiments may include structural and other changes. The embodiments represent only possible variations. Individual components and functions are optional unless explicitly required, and the order of operation may vary. Parts and features of some embodiments may be included or substituted for parts and features of other embodiments. Embodiments of the present disclosure are not limited to the structures described above and shown in the accompanying drawings, and various modifications and changes may be made without departing from its scope. The scope of the present disclosure is limited only by the appended claims.

Claims

1. A mountain slope face hole digging pile operation platform based on a slope, applied to a slope, characterized by, The utility model relates to a slope support structure, comprising: a first channel steel buried in the slope bottom; a lower chord frame connected to the first channel steel and laid on the slope surface; a platform frame connected to the top end of the lower chord frame; a first steel plate installed on the top surface of the platform frame, the first steel plate being in a horizontal plane; a second channel steel buried in the slope bottom, the straight line where the second channel steel is located being parallel to the straight line where the first channel steel is located; an upper chord frame connected between the first channel steel and the platform frame, the plane where the upper chord frame is located being parallel to the plane where the lower chord frame is located; transverse trusses uniformly connected between the upper chord frame and the lower chord frame; steel anchor rods uniformly driven into the slope, the steel anchor rods being connected to the lower chord frame.

2. The mountain slope face hole digging pile operation platform according to claim 1, characterized in that, Further comprising: adjustable legs connected to the lower chord frame along the height direction of the slope and uniformly distributed along the width direction of the lower chord frame; wherein the slope comprises a groove on the slope surface, and the adjustable legs are in abutment with the groove bottom.

3. A mountain slope face hole digging pile operation platform according to claim 2, characterized in that, Each of the adjustable legs comprises: a threaded cylinder disposed between the lower chord frame and the groove along the height direction of the slope; threaded rods threadedly connected to both ends of the threaded cylinder, one of the threaded rods being connected to the lower chord frame and the other being in abutment with the groove bottom.

4. The mountain slope face hole digging pile operation platform according to claim 2, characterized in that, Further comprising: a second steel plate laid on the groove bottom; wherein the adjustable legs are in abutment with the top surface of the second steel plate.

5. The mountain slope face hole digging pile operation platform according to claim 1, characterized in that, Further comprising: steel drill rods driven into the slope top and uniformly distributed along the width direction of the lower chord frame, the steel drill rods being connected to the lower chord frame.

6. A mountain slope face hole digging pile operation platform according to any one of claims 1 to 5, characterized in that, Further comprising: a first concrete base cast on the slope bottom; wherein the first channel steel is buried in the first concrete base.

7. A mountain slope face hole digging pile operation platform according to claim 6, characterized in that, Further comprising: a first long hand pole buried in the first concrete base along the height direction of the slope, one end of the first long hand pole being located inside the first concrete base and the other end of the first long hand pole penetrating the top surface of the first concrete base.

8. A mountain slope face hole digging pile operation platform according to any one of claims 1 to 5, characterized in that, Further comprising: a second concrete base cast on the slope bottom; wherein the second channel steel is buried in the second concrete base.

9. The mountain slope face hole digging pile operation platform according to claim 8, characterized in that, Further comprising: a second long hand pole buried in the second concrete base along the height direction of the slope, one end of the second long hand pole being located inside the second concrete base and the other end of the second long hand pole penetrating the top surface of the second concrete base.

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