Pipe roofing machine operating platform and adjusting method thereof

Abstract

The invention provides a pipe roofing machine operating platform and an adjusting method thereof. The platform comprises four stand columns, a plurality of connecting beams, a plurality of longitudinal beams, a plurality of platform plates, a drilling machine channel, four connecting mechanisms and a rear supporting mechanism. The four stand columns are arranged side by side and distributed in a rectangular shape, the four connecting mechanisms correspond to the four stand columns one to one, and each connecting mechanism enables the corresponding stand column to be detachably connected with the foundation. A plurality of layers of connecting beams are arranged between the stand columns at intervals in the height direction, and each connecting beam in each layer is transversely arranged between every two adjacent stand columns. The longitudinal beams are arranged between the connecting beams on the uppermost layer, the platform plates are laid on the longitudinal beams, and the drilling machine channels are arranged on the platform plates. The rear supporting mechanism is arranged between the completed structure and the two stand columns close to the completed structure. According to the invention, the platform surface on which an operator operates is combined with the rear supporting mechanism playing a role in abutting, so that the construction period is shortened, the construction efficiency is improved, a concrete wall does not need to be poured, and the construction cost is reduced.

Description

Technical Field

[0001] The present invention relates to the technical field of pipe gallery construction, and in particular to an operating platform of a pipe curtain machine and an adjustment method thereof. Background Art

[0002] At present, the construction of integrated pipe corridors has become more and more widespread, and most of them are constructed in densely built-up areas. Built-up areas usually cross busy traffic intersections, so it is necessary to adopt the dark excavation method for construction. Among them, the pipe curtain dark excavation method is suitable for the dark excavation construction of integrated pipe corridors at short-distance intersections. The main principle of the pipe curtain dark excavation method is based on single-pipe jacking. Each single pipe is connected on the side of the steel pipe by locking buckles to form a pipe row, and a water stop agent is injected into the gap of the lock mouth to meet the water stop requirements. After the pipe row is jacked, a pipe curtain is formed, and then the soil inside the pipe curtain is reinforced. Then, the interior is excavated and supported until the pipe curtain section is excavated and connected, and then the structure is cast.

[0003] The pipe curtain dark excavation method usually uses a pipe curtain machine for construction. However, the pipe curtain machine needs to cast a concrete wall as a backrest during construction and set up an operating platform separately. This prolongs the construction period and reduces the construction efficiency. Summary of the invention

[0004] In view of this, the present invention proposes an operating platform for a pipe curtain machine, aiming to solve the problem that the prior art pipe curtain dark excavation method requires the installation of a backrest and an operating platform, resulting in a long construction period. The present invention also proposes an adjustment method for the operating platform of the pipe curtain machine.

[0005] In one aspect, the present invention provides an operating platform for a pipe curtain machine, which includes: four columns, multiple connecting beams, multiple longitudinal beams, multiple platform plates, a drilling rig channel, four connecting mechanisms and a rear support mechanism; wherein the four columns are arranged in parallel and distributed in a rectangular shape, the four connecting mechanisms correspond to the four columns one by one, and each connecting mechanism is used to detachably connect the corresponding column to a foundation; multiple layers of connecting beams are arranged between the columns at intervals along the height direction, and each connecting beam in each layer is horizontally arranged between two adjacent columns; each longitudinal beam is arranged between each connecting beam of the top layer, each platform plate is laid on each longitudinal beam, and the drilling rig channel is arranged on each platform plate; the rear support mechanism is arranged between the completed structure and two columns close to the completed structure.

[0006] Furthermore, in the above-mentioned pipe curtain machine operating platform, the foundation is provided with two ground beams in the direction corresponding to the width of the rectangle, and a U-shaped mounting body is provided on the top of each ground beam, and the bottoms of the four columns are respectively placed in the corresponding mounting bodies; each connecting mechanism includes: two clips and diagonal braces; wherein the two clips are respectively placed on both sides of the corresponding column and clamp the column, and each clip is detachably connected to the mounting body; the first end of the diagonal brace is detachably connected to the mounting body, and the second end of the diagonal brace is detachably connected to the corresponding column.

[0007] Furthermore, in the above-mentioned pipe curtain machine operating platform, each clamping part is U-shaped, the open end of each clamping part is buckled on the open end of the mounting body, and the two opposite side walls of each clamping part overlap and are detachably connected with the two opposite side walls of the mounting body in a one-to-one correspondence.

[0008] Furthermore, in the above-mentioned pipe curtain machine operating platform, the rear support mechanism includes: a rear support iron, at least two rear support rods and a cushion block; wherein the rear support iron is arranged between two columns located in the width direction of the rectangle; the cushion block is arranged at the completed structure; the first end of each rear support rod is connected to the rear support iron, and the second end of each rear support rod is connected to the cushion block.

[0009] Furthermore, in the above-mentioned pipe curtain machine operating platform, a plurality of guardrails are horizontally arranged between two adjacent columns, and each guardrail is placed above each connecting beam of the topmost layer.

[0010] Furthermore, in the above-mentioned pipe curtain machine operating platform, a plurality of oblique rods are arranged between two adjacent layers of connecting beams; and / or, a reinforcing rod is arranged between two adjacent connecting beams in each layer.

[0011] Furthermore, in the above-mentioned pipe curtain machine operating platform, four columns, multiple connecting beams and four connecting mechanisms form an operating component, there are at least two operating components, each operating component is arranged adjacent to each other in sequence, and two adjacent operating components share two columns; each longitudinal beam is arranged between each connecting beam of the top layer in each operating component, each platform plate is laid on each longitudinal beam, and a drilling rig channel is arranged on each platform plate.

[0012] In the present invention, four columns are connected to the foundation through corresponding connecting mechanisms, and the connecting beams of each layer connect the four columns together to form a rectangular frame structure. A plurality of longitudinal beams are arranged between the connecting beams of the top layer, and the connecting beams of the top layer and the plurality of longitudinal beams form a skeleton of the platform surface. A plurality of platform plates are laid on the skeleton to form a platform surface, and a drilling rig groove is arranged on the platform plate to facilitate the operation and construction of the workers. In addition, the rear support mechanism can use the completed structure to abut against the columns, which is convenient for the construction of the pipe curtain machine. In this way, there is no need to cast concrete walls as in the prior art, and there is no need to set up an operating platform separately. The operating platform of this embodiment can combine the platform surface for the workers to work and the rear support mechanism that plays a supporting role, shortening the construction period and improving the construction efficiency. There is no need to cast concrete walls, reducing the construction cost, and solving the problem that the prior art pipe curtain dark excavation method needs to set up a rear backrest and an operating platform, resulting in a long construction period.

[0013] On the other hand, the present invention also proposes a method for adjusting the operating platform of a pipe curtain machine, the method comprising the following steps: obtaining user needs; determining an adjustment direction according to the user needs; wherein the adjustment direction comprises: adjusting along a first direction and adjusting along a second direction; when it is determined to be adjusted along the first direction, releasing the connection between each column and the foundation and the connection between the rear support mechanism and the completed structure, pushing the column to move a first preset distance along the first direction, and connecting each column to the foundation and the rear support mechanism to the completed structure after the movement; when it is determined to be adjusted along the second direction, releasing the connection between the connecting beam of the top layer and each column, pushing the connecting beam of the top layer to move a second preset distance along the second direction, and connecting each connecting beam to each column after the movement.

[0014] Furthermore, in the adjustment method of the above-mentioned pipe curtain machine operating platform, the foundation is provided with two ground beams in the direction corresponding to the width of the rectangle, and a U-shaped mounting body is provided on the top of each ground beam, and the bottoms of the four columns are respectively placed in the corresponding mounting bodies; each connecting mechanism includes: two clamping parts and diagonal braces; wherein the two clamping parts are respectively placed on both sides of the corresponding column and clamp the column, and each clamping part is detachably connected to the mounting body; the first end of the diagonal brace is detachably connected to the mounting body, and the second end of the diagonal brace is detachably connected to the corresponding column; when adjusting along the first direction, at each column, the two clamping parts and the diagonal brace are removed, a clamping part is installed on one side of the required moving direction of the column and at the position after the column moves, and an abutment is installed on the side of the column opposite to the required moving direction, the jack abuts against the abutment and pushes the column to move a first preset distance in the required moving direction until it contacts the clamping part, another clamping part is installed on the other side of the column after the movement, and the diagonal brace is installed between the mounting body and the column.

[0015] Furthermore, in the adjustment method of the above-mentioned pipe curtain machine operating platform, the rear support mechanism includes: a rear support iron, at least two rear support rods and a cushion block; wherein the rear support iron is arranged between two columns located in the width direction of the rectangle, the cushion block is arranged at the completed structure, and each rear support rod is arranged between the rear support iron and the cushion block; when adjusting along the second direction, after the connecting beam of the top layer moves the second preset distance, the connection between the rear support iron and the column and each rear support rod is released, the rear support iron is moved the second preset distance, and then the rear support iron is connected to the column and each rear support rod.

[0016] In the present invention, after the pipe curtain machine operating platform is installed, the adjustment direction is determined according to user needs, and the position of the operating platform is accurately adjusted according to the adjustment direction, so that the working surface of the operating platform meets different needs, the operation is simple, and it is easy to implement. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Various other advantages and benefits will become apparent to those of ordinary skill in the art by reading the detailed description of the preferred embodiments below. The accompanying drawings are only for the purpose of illustrating the preferred embodiments and are not to be considered as limiting the present invention. Moreover, the same reference symbols are used throughout the accompanying drawings to represent the same components. In the accompanying drawings:

[0018] Figure 1 A schematic diagram of the structure of the pipe curtain machine operating platform provided in an embodiment of the present invention;

[0019] Figure 2 A schematic diagram of the top view of the pipe curtain machine operating platform provided in an embodiment of the present invention;

[0020] Figure 3 A schematic diagram of the side structure of the pipe curtain machine operating platform provided in an embodiment of the present invention;

[0021] Figure 4 A structural schematic diagram of a connection mechanism in a pipe curtain machine operating platform provided in an embodiment of the present invention;

[0022] Figure 5 A schematic diagram of the structure between the diagonal braces and the uprights in the pipe curtain machine operating platform provided by an embodiment of the present invention;

[0023] Figure 6 A schematic diagram of the structure between the diagonal brace and the mounting body in the pipe curtain machine operating platform provided by an embodiment of the present invention;

[0024] Figure 7 A schematic structural diagram of a reinforcing rod in a pipe curtain machine operating platform provided by an embodiment of the present invention;

[0025] Figure 8 A schematic diagram of a structure in which a perforated steel plate is provided on a column in a pipe curtain machine operating platform provided in an embodiment of the present invention;

[0026] Fig. 9 A flow chart of a method for adjusting a pipe curtain machine operating platform provided in an embodiment of the present invention;

[0027] Fig.10 A schematic structural diagram of the first direction adjustment in the method for adjusting the operating platform of a pipe curtain machine provided in an embodiment of the present invention. DETAILED DESCRIPTION

[0028] Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although exemplary embodiments of the present disclosure are shown in the accompanying drawings, it should be understood that the present disclosure can be implemented in various forms and should not be limited by the embodiments set forth herein. On the contrary, these embodiments are provided in order to enable a more thorough understanding of the present disclosure and to be able to fully convey the scope of the present disclosure to those skilled in the art. It should be noted that, in the absence of conflict, the embodiments of the present invention and the features described in the embodiments can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.

[0029] Example of pipe curtain machine operating platform:

[0030] See also Figures 1 to 8 , the figure shows the preferred structure of the pipe curtain machine operating platform in this embodiment. As shown in the figure, the pipe curtain machine operating platform includes: four columns 1, multiple connecting beams 2, multiple longitudinal beams 3, multiple platform plates 4, drilling rig channels 5, four connecting mechanisms 6 and rear support mechanisms 7. Among them, the four columns 1 are arranged in parallel, and the positions of the four columns 1 are distributed in a rectangular shape. The four connecting mechanisms 6 correspond to the four columns 1 one by one, and each connecting mechanism 6 is used to detachably connect the corresponding column 1 to the foundation. In this way, a stable connection relationship is formed between the four columns 1 and the foundation, and each column 1 is perpendicular to the foundation.

[0031] The distance between the columns 1 along the height direction of the columns 1 ( Figure 1 In the embodiment of the present invention, multiple layers of connecting beams 2 are arranged at intervals (from top to bottom as shown), and each connecting beam 2 in each layer is horizontally arranged between two adjacent columns 1. Specifically, there are four connecting beams 2 in each layer, and the four connecting beams 2 are respectively arranged between four columns 1. The positions of the four connecting beams 2 in each layer are all in the same horizontal layer, and the layers are all parallel. The two ends of each connecting beam 2 in each layer are respectively vertically connected to the corresponding columns 1. Since the four columns 1 are distributed in a rectangular shape, the connecting beams 2 of each layer connect the four columns 1 together to form a rectangular frame structure.

[0032] Preferably, each end of each connecting beam 2 is detachably connected to the corresponding column 1. More preferably, it is bolted. Specifically, each column 1 is provided with a perforated steel plate 15 on one side facing the connecting beam 2, and each end of each connecting beam 2 is provided with a steel plate. Then, the steel plate at each end of each connecting beam 2 is connected to the perforated steel plate 15 of the column 1 at the corresponding position by bolts. The perforated steel plate 15 can be welded to the column 1.

[0033] Preferably, a reinforcing rod 12 is provided between two adjacent connecting beams 2 in each layer. Specifically, each reinforcing rod 12 is in an inclined state, and the two ends of each reinforcing rod 12 are respectively connected to two adjacent connecting beams 2 in the same layer in a one-to-one correspondence, and each reinforcing rod 12 is respectively arranged at the four corner positions of the rectangular frame structure.

[0034] Preferably, a plurality of diagonal bars 11 are arranged between the connecting beams 2 of two adjacent layers to improve the stability between the columns 1, thereby improving the strength and firmness of the operating platform. Specifically, in the height direction of the columns 1, diagonal bars 11 are arranged between the two connecting beams 2 at corresponding positions in the upper and lower layers, one end of the diagonal bar 11 is connected to one of the connecting beams 2 placed in the upper layer, and the other end of the diagonal bar 11 is connected to the connecting beam 2 at the corresponding position in the lower layer. More preferably, two diagonal bars 11 are arranged between the two connecting beams 2 at any corresponding position in the two adjacent layers, the two diagonal bars 11 are arranged crosswise, and each end of each diagonal bar 11 is welded to the corresponding connecting beam 2.

[0035] In a specific implementation, three layers of connection beams are arranged between the four columns 1 along the height direction of the columns 1, and a plurality of inclined rods 11 are arranged between the bottom layer of connection beams and the middle layer of connection beams.

[0036] Preferably, a plurality of oblique rods 11 are provided between two adjacent layers of connecting beams 2; and / or a reinforcing rod 12 is provided between two adjacent connecting beams 2 in each layer.

[0037] Each longitudinal beam 3 is arranged between each connecting beam 2 of the top layer. Specifically, a plurality of longitudinal beams 3 are arranged at intervals between two connecting beams 2 of the top layer of connecting beams 2 in each layer of connecting beams 2. More specifically, each longitudinal beam 3 is arranged along the length direction of the rectangle ( Figure 2 The two ends of each longitudinal beam 3 are connected to two connecting beams 2 opposite to each other in the length direction of the rectangle, and each longitudinal beam 3 is welded to the corresponding connecting beam 2. Each platform board 4 is laid on each longitudinal beam 3, and the drilling rig channel 5 is set on each platform board 4. Then, the connecting beams 2, longitudinal beams 3 and platform boards 4 at the top layer form the platform surface of the operating platform, and the operation is carried out on the platform surface.

[0038] Specifically, each platform plate 4 is laid on each longitudinal beam 3, and each platform plate 4 is welded to each longitudinal beam 3. A drilling rig channel 5 is laid on each platform plate 4, and each platform plate 4 is welded to each longitudinal beam 3.

[0039] In specific implementation, each platform plate 4 can be a non-slip steel plate.

[0040] Preferably, a plurality of guardrails 10 are horizontally arranged between two adjacent columns 1, and each guardrail 10 is placed above each connecting beam 2 of the top layer. Specifically, both ends of each guardrail 10 are vertically connected to two adjacent columns 1, and each guardrail 10 between two columns 1 is arranged at intervals along the height direction of the column 1. A circle of guardrails 10 is arranged above the top layer of connecting beams 2 and between four columns 1, so that each guardrail 10 can protect the platform surface, protect the safety of workers working on the platform surface, and improve the safety of the operating platform.

[0041] During specific implementation, an up and down ladder can be installed at the guardrail 10 .

[0042] The rear support mechanism 7 is disposed between the completed structure 14 and two columns 1 close to the completed structure 14, wherein the two columns 1 close to the completed structure 14 are rectangular in width direction ( Figure 2 The two upright posts 1 in the direction from top to bottom as shown, the rear support mechanism 7 abuts against the completed structure 14.

[0043] During specific implementation, each column 1, each connecting beam 2 and each longitudinal beam 3 can be a steel section, and the drilling rig channel 5 and each diagonal rod 11 can be a channel steel.

[0044] It can be seen that in this embodiment, the four columns 1 are connected to the foundation through the corresponding connecting mechanism 6, and the connecting beams 2 of each layer connect the four columns 1 together to form a rectangular frame structure. A plurality of longitudinal beams 3 are arranged between the connecting beams 2 of the top layer, and the connecting beams 2 of the top layer and the plurality of longitudinal beams 3 form a skeleton of the platform surface, and a plurality of platform plates 4 are laid on the skeleton to form a platform surface. A drilling rig groove 5 is arranged on the platform plate 4 to facilitate the operation of the operators. In addition, the rear support mechanism 7 can use the completed structure 14 to abut against each column, which is convenient for the construction of the pipe curtain machine. In this way, there is no need to cast concrete walls as in the prior art, and there is no need to set up an operating platform separately. The operating platform of this embodiment can combine the platform surface for the operators to work with the rear support mechanism 7 that plays a supporting role, shortening the construction period, improving the construction efficiency, and eliminating the need to cast concrete walls, reducing the construction cost, and solving the problem that the prior art pipe curtain dark excavation method requires the setting of a rear backrest and an operating platform, resulting in a long construction period.

[0045] See also Figures 1 to 6 In the above embodiments, two ground beams 8 are arranged on the foundation in the direction corresponding to the width of the rectangle, and a U-shaped mounting body 9 is arranged on the top of each ground beam 8, and the bottoms of the four columns 1 are respectively placed in the corresponding mounting bodies 9. Specifically, the two ground beams 8 are respectively placed in the width direction of the rectangle ( Figure 2The mounting body 9 is U-shaped, and the mounting body 9 has an open end and a closed end opposite to each other. The closed end of the mounting body 9 is connected to the top of the ground beam 8, and the open end of the mounting body 9 faces the column 1. In addition, the mounting body 9 extends along the length direction of the ground beam 8, and a U-shaped mounting channel is formed inside the mounting body 9. There are two mounting bodies 9, and each mounting body 9 accommodates the bottoms of the two columns 1 at the corresponding positions.

[0046] Each connection mechanism 6 includes two clamping members 61 and a diagonal brace 62. The two clamping members 61 are respectively placed on both sides of the corresponding column 1, and the two clamping members 61 clamp the column 1, and each clamping member 61 is detachably connected to the mounting body 9. Specifically, each clamping member 61 is only connected to the mounting body 9, but there is no connection relationship between each clamping member 61 and the column 1, but the column 1 is clamped by the clamping members 61 on both sides of the column 1.

[0047] Preferably, each of the clips 61 is U-shaped, and each of the clips 61 has an opposite open end and a closed end, and the open end of each of the clips 61 is buckled on the open end of the mounting body 9. Specifically, the open end of each of the clips 61 faces the ground beam 8, and the distance between the two opposite side walls of each of the clips 61 is greater than the distance between the two opposite side walls of the mounting body 9, and the open end of each of the clips 61 is buckled on the mounting body 9 from the open end of the mounting body 9. The two opposite side walls of each of the clips 61 correspond one-to-one to the two opposite side walls of the mounting body 9, and one of the side walls of each of the clips 61 overlaps and is detachably connected to the side wall of the corresponding side of the mounting body 9, and the detachable connection is such as a bolt connection.

[0048] The first end of the diagonal brace 62 is detachably connected to the mounting body 9, and the second end of the diagonal brace 62 is detachably connected to the corresponding column 1. Specifically, a diagonal brace 62 is provided at each column 1, the diagonal brace 62 is in an inclined state, the first end of the diagonal brace 62 is connected to the inside of the mounting body 9 by bolts, and the second end of the diagonal brace 62 is connected to the perforated steel plate 15 on the corresponding column 1 by bolts.

[0049] In a specific implementation, each diagonal brace 62 can be a square steel pipe, and perforated steel plates are welded at both ends of the square steel pipe to facilitate bolt connection with the installation body 9 or the column 1.

[0050] It can be seen that in this embodiment, each connecting mechanism 6 has a simple structure and is easy to implement.

[0051] See also Figures 1 to 4In the above embodiment, the rear support mechanism 7 includes: a rear support iron 71, at least two rear support rods 72 and a cushion block 73. The rear support iron 71 is arranged between two columns 1 in the width direction of the rectangle. Specifically, the rear support iron 71 is horizontally arranged between two columns 1 in the width direction of the rectangle and close to the completed structure 14. The rear support iron 71 is fixedly connected to the two columns 1 so that the position of the rear support iron 71 is fixed and the position of the rear support iron 71 is placed above each connecting beam 2 of the top layer. Preferably, the rear support iron 71 is detachably connected to the corresponding two columns 1, such as bolted connection.

[0052] The cushion block 73 is disposed at the completed structure 14 , and the cushion block 73 is disposed at a side of the completed structure 14 facing the column 1 .

[0053] The first end of each rear support rod 72 is connected to the rear iron 71, and the second end of each rear support rod 72 is connected to the cushion block 73. Specifically, each rear support rod 72 is in an inclined state, and each rear support rod 72 is arranged at intervals on the rear iron 71.

[0054] Preferably, the second end of each rear support rod 72 and the cushion block 73 may be detachably connected, such as a latch connection.

[0055] During specific implementation, the cushion block 73 extends along the width direction of the rectangle to ensure that each rear support rod 72 can be connected to the cushion block 73 .

[0056] In a specific implementation, each rear support rod 72 can be a round steel pipe.

[0057] It can be seen that, by the rear support rods 72 being tilted and supported between the rear support iron 71 and the cushion block 73 , the rear support rods 72 can provide abutment force to the columns 1 , thereby ensuring the normal construction of the pipe curtain machine.

[0058] See also Figures 1 to 3 In the above embodiments, four columns 1, a plurality of connecting beams 2 and four connecting mechanisms 6 form an operating component, and there are at least two operating components, and each operating component is arranged adjacent to each other in sequence, and two adjacent operating components share two columns 1. Specifically, at least one operating component can be set according to actual needs, and this embodiment does not impose any restrictions on the number of operating components. When there are two operating components, two columns 1 are shared between two adjacent operating components, then the columns 1 can be set to six, and the two middle columns 1 can be shared by the two operating components. Accordingly, the connecting beams 2 between the two shared columns 1 are also shared between the two operating components. When there are three or more operating components, two adjacent operating components share two columns 1 and the connecting beams 2 between the two columns 1 in this manner.

[0059] Each longitudinal beam 3 is arranged between each connecting beam 2 of the top layer in each operating assembly, each platform plate 4 is laid on each longitudinal beam 3, and a drilling rig channel 5 is arranged on each platform plate 4. Specifically, the positions of each layer of connecting beams 2 in each operating assembly correspond to each other, a plurality of longitudinal beams 3 are arranged between each connecting beam 2 of the top layer in each operating assembly, and each connecting beam 2 of the top layer in each operating assembly and each longitudinal beam 3 form a framework of the platform surface, and the platform plate 4 is laid on the framework to form the platform surface. The rear support mechanism 7 is arranged between the completed structure 14 and two columns 1 closest to the completed structure 14 and arranged in the width direction of the rectangle.

[0060] It can be seen that in this embodiment, by providing at least two operating components, the length of the platform surface can be extended according to actual needs, thereby facilitating the operation of the operators.

[0061] See also Figures 1 to 8 The installation process of the pipe curtain machine operating platform is introduced as follows: four columns 1 are distributed in a rectangular shape in the installation body 9, and two clamping parts 61 are set at each column 1. The two clamping parts 61 clamp the corresponding column 1, and each clamping part 61 is bolted to the installation body 9, and then a diagonal brace 62 is installed at each column 1. Multiple layers of connecting beams 2 are installed between the columns 1, and each connecting beam 2 is horizontally arranged between two adjacent columns 1. Multiple diagonal rods 11 are arranged between the connecting beams 2 of the middle layer and the connecting beams 2 of the lowest layer. Multiple longitudinal beams 3 are installed between the connecting beams 2 of the top layer, and platform plates 4 are laid on each longitudinal beam 3, and then drilling rig channels 5 are installed on each platform plate 4. Then, multiple guardrails 10 are installed above the connecting beams 2 of the top layer, and each guardrail 10 is horizontally arranged between two adjacent columns 1. Then, a rear support iron 71 is installed between two columns 1 closest to the completed structure 14 and located in the width direction of the rectangle, a cushion block 73 is installed at the completed structure 14, and each rear support rod 72 is arranged obliquely and at intervals between the rear support iron 71 and the cushion block 73.

[0062] In specific implementation, each rear support rod 72 is installed before use, and after installation, the firmness of each node should be checked to ensure the overall stability of the operating platform.

[0063] In summary, in this embodiment, the four columns 1 are connected to the foundation through the corresponding connecting mechanism 6, and the connecting beams 2 of each layer connect the four columns 1 together to form a rectangular frame structure. A plurality of longitudinal beams 3 are arranged between the connecting beams 2 of the top layer, and the connecting beams 2 of the top layer and the plurality of longitudinal beams 3 form a skeleton of the platform surface, and a plurality of platform plates 4 are laid on the skeleton to form a platform surface. A drilling rig groove 5 is arranged on the platform plate 4 to facilitate the operation of the workers. In addition, the rear support mechanism 7 can use the completed structure 14 to abut against each column, so as to facilitate the construction of the pipe curtain machine. In this way, there is no need to cast concrete walls as in the prior art, and there is no need to set up an operating platform separately. The operating platform of this embodiment can combine the platform surface for the workers to work and the rear support mechanism 7 that plays a role of abutment, thereby shortening the construction period and improving the construction efficiency. There is no need to cast concrete walls, thereby reducing the construction cost.

[0064] Adjustment method embodiment:

[0065] This embodiment also proposes a method for adjusting the operating platform of the pipe curtain machine, see Fig. 9 , the method comprises the following steps:

[0066] Step S1, obtaining user needs.

[0067] Specifically, after the pipe curtain machine operating platform is installed, the adjustment direction of the operating platform is obtained according to actual needs.

[0068] Step S2, determining an adjustment direction according to user needs; wherein the adjustment direction includes: adjusting along a first direction and adjusting along a second direction.

[0069] Specifically, the four columns 1 are distributed in a rectangular shape, the first direction is to move left and right in the horizontal direction and along the width direction of the rectangle, and the second direction is to move up and down in the vertical direction along the height direction of the columns 1. The pipe-roof structure needs to move left and right when constructing the same horizontal plane, and the pipe-roof structure needs to move up and down when constructing the same vertical plane, so the operating platform needs to move left and right or up and down accordingly.

[0070] Step S3, when it is determined to be adjusted along the first direction, the connection between each column and the foundation and the connection between the rear support mechanism and the completed structure are released, the columns are pushed to move a first preset distance along the first direction, and after the movement, each column is connected to the foundation, and the rear support mechanism is connected to the completed structure.

[0071] Specifically, see Figures 1 to 8 and Fig.10When moving horizontally and left and right along the width direction of the rectangle, the connection between each column 1 and the foundation is released, and the connection between the rear support mechanism 7 and the completed structure is released, so that the column 1 can be moved, and the column 1 is pushed to move the required distance in the required direction. After moving to the required position, each column 1 is connected to the foundation through each connecting mechanism 6, and the rear support mechanism 7 is connected to the completed structure.

[0072] The foundation is provided with two ground beams 8 in the direction corresponding to the width of the rectangle, and a U-shaped mounting body 9 is provided on the top of each ground beam 8, and the bottoms of the four columns 1 are respectively placed in the corresponding mounting bodies 9. More specifically, there are two mounting bodies 9, the closed end of the mounting body 9 is connected to the top of the ground beam 8, and the open end of the mounting body 9 faces the column 1. The mounting body 9 is arranged on the ground beam 8 through the length, and a mounting channel is formed inside the mounting body 9, and each mounting body 9 accommodates the bottoms of two columns 1 at the corresponding position.

[0073] Each connection mechanism 6 includes two clamping members 61 and a diagonal brace 62. The two clamping members 61 are respectively placed on both sides of the corresponding column 1, and the two clamping members 61 clamp the column 1, and each clamping member 61 is detachably connected to the mounting body 9. The diagonal brace 62 is in an inclined state, and the first end of the diagonal brace 62 is detachably connected to the mounting body 9, and the second end of the diagonal brace 62 is detachably connected to the corresponding column 1.

[0074] When adjusting along the first direction, that is, in the mounting body 9 along the length direction of the mounting body 9 ( Figure 1 When the column 1 is moved left and right (in the direction perpendicular to the paper surface as shown), the movement process of each column 1 is the same. At each column 1, two clamping parts 61 and diagonal brace 62 are removed, and a clamping part 61 is installed on one side of the required moving direction of the column 1 and at the position of the column 1 after the movement. An abutment 16 is installed on the side of the column 1 opposite to the required moving direction. The jack 13 abuts against the abutment 16 and pushes the column 1 to move a first preset distance in the required moving direction until it contacts the clamping part 61. Another clamping part 61 is installed on the other side of the moved column 1, and a diagonal brace 62 is installed between the mounting body 9 and the column 1. Specifically, when it is necessary to move to the left, the side of the required moving direction of the column 1 refers to the left side of the column 1, and the side of the column 1 opposite to the required moving direction refers to the right side of the column 1; when it is necessary to move to the right, the side of the required moving direction of the column 1 refers to the right side of the column 1, and the side of the column 1 opposite to the required moving direction refers to the left side of the column 1. The position after the column 1 moves refers to the new position after the column 1 moves the first preset distance in the required moving direction. A jack 13 is arranged at each column 1, and four jacks 13 push each column 1 to move synchronously.

[0075] More specifically, the diagonal brace 62 and the clamping members 61 on both sides of each column 1 are removed, so that the four columns 1 can be moved between the mounting body 9. For example, when the operating platform needs to be moved to the left by a first preset distance, taking one column 1 as an example, the operations of the other three columns 1 are the same, and the position of each column 1 before the movement (i.e., the position of each column without movement after the diagonal brace and the clamping member are removed) is recorded as the original position, and the position of the column 1 after the first preset distance is moved to the left is recorded as the new position, and a clamping member 61 is installed on the left side of the new position, and the position of the clamping member 61 is adjacent to the new position, and the clamping member 61 is detachably connected to the mounting body 9. Abutment 16 is installed on the right side of the original position and at a certain distance from the original position. The abutment 16 is detachably connected to the mounting body 9. The jack 13 is placed between the original position and the abutment 16. The column 1 is in the original position before moving. The fixed end of the jack 13 abuts against the abutment 16, and the telescopic end of the jack 13 abuts against the column 1. The jack 13 pushes the column 1 to move to the left by a first preset distance until the column 1 contacts the clamping member 61 on the left side of the new position, and then stops pushing. In this pushing process, four jacks 13 push the four columns 1 synchronously, so that the four columns 1 move synchronously, and the moving process is carried out slowly to ensure the stability of the operating platform. After the four columns 1 arrive at the new position, another clamping member 61 is installed on the right side of each column 1 at the new position, and then a diagonal brace 62 is installed between each column 1 and the mounting body 9. Then the rear support mechanism 7 is connected to the completed structure.

[0076] When the operating platform needs to be moved to the right by a first preset distance, the above method is used to move the operating platform.

[0077] When each column 1 moves, the moving distance of each column 1 is measured in real time.

[0078] Step S4, when it is determined to be adjusted along the second direction, release the connection between the topmost connecting beam and each column, push the topmost connecting beam to move a second preset distance along the second direction, and connect each connecting beam to each column after the movement.

[0079] Specifically, see Figures 1 to 8 When moving up and down in the vertical direction and along the height direction of the column 1, the top layer of connecting beams 2, longitudinal beams 3, platform plates 4 and drilling rig channels 5 are used as a platform surface unit, and the connection between the platform surface unit and the columns 1 is released. The platform surface unit is driven by the lifting device to move a second preset distance, and after the movement, the platform surface unit is reconnected to the columns 1.

[0080] In specific implementation, each connecting beam 2 of the top layer is provided with a lifting ring, and a lifting device is hooked on each lifting ring, thereby driving the platform surface unit to move up and down. The connection between the platform surface unit and each column 1 refers to the connection between each connecting beam 2 of the top layer and each column 1.

[0081] The rear support mechanism 7 includes: a rear support iron 71, at least two rear support rods 72 and a cushion block 73. The rear support iron 71 is arranged between two columns 1 in the width direction of the rectangle, the cushion block 73 is arranged at the completed structure 14, and the cushion block 73 is arranged at the side of the completed structure 14 facing the column 1, and each rear support rod 72 is obliquely arranged between the rear support iron 71 and the cushion block 73. More specifically, the rear support iron 71 is horizontally arranged between two columns 1 in the width direction of the rectangle and close to the completed structure 14, and the position of the rear support iron 71 is placed above each connecting beam 2 of the top layer. Each rear support rod 72 is in an inclined state, and each rear support rod 72 is arranged at intervals on the rear support iron 71.

[0082] When adjusting along the second direction, after the topmost connecting beam 2 moves the second preset distance, the connection between the rear support iron 71 and the corresponding column 1 and each rear support rod 72 is released, the rear support iron 71 is moved the second preset distance, and then the rear support iron 71 is connected to the corresponding column 1 and each rear support rod 72.

[0083] Specifically, after the platform surface unit is moved, the connection between the rear iron 71 and each rear support rod 72 is released. A lifting ring is provided on the rear iron 71, and the lifting device suspends the rear iron 71 through the lifting ring, and then the connection between the rear iron 71 and the corresponding two columns 1 is released, and the lifting device drives the rear iron 71 to move the second preset distance, and then the moved rear iron 71 is connected to the corresponding two columns 1, and then the rear iron 71 is connected to each rear support rod 72, and each rear support rod 72 is fastened to the pad 73.

[0084] In the above step S3, the connection between the back support mechanism 7 and the completed structure 14 is released, that is, the connection between each back support rod 72 and the cushion block 73 is released, so that each column 1, the back support iron 71 and each back support rod 72 move synchronously. After each column 1, the back support iron 71 and each back support rod 72 move, each back support rod 72 is connected to the cushion block 73.

[0085] During specific implementation, both the first preset distance and the second preset distance can be determined according to actual conditions, and this embodiment does not impose any limitation on this.

[0086] It should be noted that the specific implementation process of the above-mentioned pipe curtain machine operating platform can be referred to the above description, and this embodiment will not be repeated here.

[0087] It can be seen that in this embodiment, after the pipe curtain machine operating platform is installed, the adjustment direction is determined according to user needs, and the position of the operating platform is accurately adjusted according to the adjustment direction, so that the working surface of the operating platform meets different needs, the operation is simple, and it is easy to implement.

[0088] It should be noted that, in the description of the present invention, terms such as "up", "down", "left", "right", "inside" and "outside" indicating directions or positional relationships are based on the directions or positional relationships shown in the drawings. This is only for the convenience of description and does not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation. Therefore, it should not be understood as a limitation on the present invention.

[0089] In addition, it should be noted that in the description of the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of two components. For those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0090] Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include these modifications and variations.

Claims

1. A pipe curtain machine operating platform, characterized in that: include: Four columns (1), a plurality of connecting beams (2), a plurality of longitudinal beams (3), a plurality of platform plates (4), a drilling rig channel (5), four connecting mechanisms (6) and a rear support mechanism (7); wherein, The four columns (1) are arranged in parallel and distributed in a rectangular shape, the four connecting mechanisms (6) correspond to the four columns (1) one by one, and each connecting mechanism (6) is used to detachably connect the corresponding column (1) to the foundation; Multiple layers of connecting beams are arranged at intervals along the height direction between the columns (1), and each connecting beam (2) in each layer is horizontally arranged between two adjacent columns (1); Each of the longitudinal beams (3) is arranged between the connecting beams (2) of the top layer, each of the platform plates (4) is laid on each of the longitudinal beams (3), and the drilling rig channel (5) is arranged on each of the platform plates (4); The rear support mechanism (7) is arranged between the completed structure (14) and two columns (1) close to the completed structure (14).

2. The pipe curtain machine operating platform according to claim 1, characterized in that: The foundation is provided with two ground beams (8) in a direction corresponding to the width of the rectangle, a U-shaped installation body (9) is provided on the top of each ground beam (8), and the bottoms of the four columns (1) are respectively placed in the corresponding installation bodies (9); Each of the connecting mechanisms (6) comprises: two clamping members (61) and an oblique support (62); wherein the two clamping members (61) are respectively placed on both sides of a corresponding column (1) and clamp the column (1), and each of the clamping members (61) is detachably connected to the mounting body (9); the first end of the oblique support (62) is detachably connected to the mounting body (9), and the second end of the oblique support (62) is detachably connected to the corresponding column (1).

3. The pipe curtain machine operating platform according to claim 2, characterized in that: Each of the clamping parts (61) is U-shaped, and the open end of each of the clamping parts (61) is buckled on the open end of the mounting body (9). The two opposite side walls of each of the clamping parts (61) overlap and are detachably connected with the two opposite side walls of the mounting body (9) in a one-to-one correspondence.

4. The pipe curtain machine operating platform according to claim 1, characterized in that: The rear support mechanism (7) comprises: a rear support iron (71), at least two rear support rods (72) and a cushion block (73); wherein: The rear support iron (71) is arranged between two upright posts (1) located in the width direction of the rectangle; The cushion block (73) is arranged at the completed structure (14); The first end of each rear support rod (72) is connected to the rear support iron (71), and the second end of each rear support rod (72) is connected to the cushion block (73).

5. The pipe curtain machine operating platform according to claim 1, characterized in that: A plurality of guardrails (10) are arranged horizontally between two adjacent columns (1), and each of the guardrails (10) is placed above each of the connecting beams (2) at the top layer.

6. The pipe curtain machine operating platform according to claim 1, characterized in that: A plurality of diagonal bars (11) are arranged between two adjacent layers of connecting beams (2); and / or, A reinforcing rod (12) is provided between two adjacent connecting beams (2) in each layer.

7. The pipe curtain machine operating platform according to claim 1, characterized in that: The four upright posts (1), the plurality of connecting beams (2) and the four connecting mechanisms (6) form an operating assembly, there are at least two operating assemblies, each operating assembly is arranged adjacent to each other in sequence, and two adjacent operating assemblies share two upright posts (1); Each of the longitudinal beams (3) is arranged between the connecting beams (2) of the topmost layer in each of the operating components, each of the platform plates (4) is laid on each of the longitudinal beams (3), and the drilling rig channel (5) is arranged on each of the platform plates (4).

8. A method for adjusting a pipe curtain machine operating platform, characterized in that: The steps include: Obtain user needs; Determining an adjustment direction according to the user demand; wherein the adjustment direction includes: adjusting along a first direction and adjusting along a second direction; When it is determined to be adjusted along the first direction, the connection between each of the columns and the foundation and the connection between the back support mechanism and the completed structure are released, the columns are pushed to move a first preset distance along the first direction, and after the movement, each of the columns is connected to the foundation, and the back support mechanism is connected to the completed structure; When it is determined to be adjusted along the second direction, the connection between the topmost connecting beam and each of the columns is released, the topmost connecting beam is pushed to move a second preset distance along the second direction, and each of the connecting beams is connected to each of the columns after the movement.

9. The method for adjusting the operating platform of a pipe curtain machine according to claim 8, characterized in that: The foundation is provided with two ground beams in the direction corresponding to the width of the rectangle, and a U-shaped installation body is provided on the top of each ground beam, and the bottoms of the four columns are respectively placed in the corresponding installation bodies; Each of the connecting mechanisms comprises: two clamping members and an oblique support; wherein the two clamping members are respectively placed on both sides of the corresponding column and clamp the column, and each of the clamping members is detachably connected to the mounting body; the first end of the oblique support is detachably connected to the mounting body, and the second end of the oblique support is detachably connected to the corresponding column; When adjusting along the first direction, at each of the columns, the two clamping parts and the diagonal brace are removed, a clamping part is installed on one side of the required moving direction of the column and at the position of the column after movement, an abutment part is installed on the side of the column opposite to the required moving direction, the jack abuts against the abutment part and pushes the column to move a first preset distance in the required moving direction until it contacts the clamping part, another clamping part is installed on the other side of the column after movement, and the diagonal brace is installed between the mounting body and the column.

10. The method for adjusting the operating platform of a pipe curtain machine according to claim 8, characterized in that: The rear support mechanism comprises: a rear support iron, at least two rear support rods and a cushion block; wherein the rear support iron is arranged between two uprights located in the width direction of the rectangle, the cushion block is arranged at the completed structure, and each rear support rod is arranged between the rear support iron and the cushion block; When adjusting along the second direction, after the topmost connecting beam moves the second preset distance, the connection between the rear support iron and the column and each rear support rod is released, the rear support iron is moved the second preset distance, and then the rear support iron is connected to the column and each rear support rod.

Images