Expansive soil conveying device of ultra-large-diameter steel cylinder concrete pipe jacking machine

Abstract

The utility model discloses an expansive soil conveying device of an ultra-large-diameter steel cylinder concrete pipe jacking machine. The expansive soil conveying device comprises a discharging opening formed in the end of a pipe jacking machine shell, a conveying belt obliquely arranged in the pipe jacking machine shell and a supporting and adjusting assembly arranged in the pipe jacking machine shell and connected with the conveying belt. The discharging port and the pipe push bench cutter head are arranged on the same side, and the discharging port is a trapezoid-like port. According to the pipe jacking machine, the conveying belt is arranged in the pipe jacking machine shell, so that the influence of expansive soil and loess-doll in the expansive soil in a traditional structure is avoided, the expansive soil and the loess-doll in the expansive soil cannot cause blockage, the capacity of dealing with blockage of the expansive soil and loess-doll contained in the expansive soil is improved, the conveying efficiency is improved, and the unearthing speed is increased; the abrasion to the unearthing device is small; a trapezoid-like discharge port is formed in the tube push bench shell, so that the conveying device is convenient to install and expansive soil is convenient to convey.

Description

Technical Field

[0001] The utility model belongs to the technical field of pipe jacking construction, in particular to an expansion soil conveying device of an ultra-large-caliber steel cylinder concrete pipe jacking machine. Background Art

[0002] Reinforced concrete jacking pipe is a kind of sewage pipe that is formed by mixing cement, steel bars, sand, gravel and other raw materials with a centrifuge. It is mainly used for drainage tasks such as urban rainwater, sewage or farmland irrigation and drainage. It is a non-excavation jacking technology used in municipal construction. In the construction of reinforced concrete jacking pipe, it is necessary to first dig a working well, and then lower a section of the pipe through the working well, and then push the lowered pipe into the soil layer. Usually it is not directly pushed in. Generally, the machine head is used to drill a hole first, and then it is pushed while drilling. During the entire construction process, the soil drilled out needs to be transported out during the drilling process.

[0003] However, the existing reinforced concrete jacking pipe excavation device has certain drawbacks when in use. Although the device can transport the soil smoothly, when the construction is carried out in a soil environment containing expansive soil, the original device is prone to blockage when it contains material ginger stones. After long-term use, the screw conveyor may be worn or even damaged, which will not only cause certain economic losses, but also affect the excavation speed of the jacking pipe. Utility Model Content

[0004] The technical problem to be solved by the utility model is to provide an expansive soil conveying device for an ultra-large diameter steel cylinder concrete pipe jacking machine in view of the deficiencies in the above-mentioned prior art. By arranging a conveying belt in the casing of the pipe jacking machine, the influence of the expansive soil and the stones in the material contained in the expansive soil in the traditional structure is avoided, and the expansive soil and the stones in the material contained in the expansive soil will not cause blockage, thereby improving the ability to deal with the blockage of the expansive soil and the stones in the material contained in the expansive soil, improving the conveying efficiency, increasing the excavation speed, and reducing the wear on the excavation device; a trapezoidal discharge port is arranged on the casing of the pipe jacking machine, which is convenient for the installation of the conveying device and the conveying of the expansive soil.

[0005] In order to solve the above technical problems, the technical solution adopted by the utility model is: an expansive soil conveying device for an ultra-large diameter steel cylinder concrete pipe jacking machine, characterized in that it comprises a discharge port opened at the end of a pipe jacking machine housing, a conveying belt obliquely arranged in the pipe jacking machine housing, and a supporting and adjusting component arranged in the pipe jacking machine housing and connected to the conveying belt;

[0006] The discharge port and the cutter disc of the pipe jacking machine are arranged on the same side, and the discharge port is a trapezoidal port; the discharge port is arranged at the bottom of the housing of the pipe jacking machine, and the bottom of the discharge port coincides with the edge of the housing of the pipe jacking machine;

[0007] The conveyor belt is installed in the casing of the pipe jacking machine through a mounting frame;

[0008] The support adjustment assembly includes a bottom support adjustment unit vertically arranged at the bottom of the conveyor belt and a top support adjustment member arranged at the top of the conveyor belt;

[0009] The bottom support adjustment unit includes a plurality of bottom adjustment support columns vertically arranged at the bottom of the mounting frame, and the plurality of bottom adjustment support columns are evenly arranged along the extension direction of the conveyor belt;

[0010] One end of the top support adjusting member is connected to the top of the pipe jacking machine housing, and the other end of the top support adjusting member is connected to the top of the mounting frame.

[0011] The above-mentioned expansive soil conveying device of an ultra-large diameter steel cylinder concrete pipe jacking machine is characterized in that one end of the conveying belt is arranged in the casing of the pipe jacking machine through a mounting frame, and the other end of the conveying belt passes through the discharge port and extends to the outside of the casing of the pipe jacking machine.

[0012] The above-mentioned expansive soil conveying device of an ultra-large diameter steel cylinder concrete pipe jacking machine is characterized in that: the bottom adjustment support column includes a lifting base vertically arranged at the bottom of the pipe jacking machine shell and an adjustment support column vertically penetrated through the top of the lifting base; a plurality of mounting tubes are arranged at the bottom of the mounting frame, the bottom of the adjustment support column is connected to the lifting base, the top of the adjustment support column is inserted into the mounting tube, and the adjustment support column and the mounting tube are detachably connected.

[0013] The above-mentioned expansive soil conveying device of an ultra-large diameter steel cylinder concrete pipe jacking machine is characterized in that the top support adjusting member is a fall chain, the top support adjusting member is hung on the top of the pipe jacking machine housing, and the lifting chain of the top support adjusting member is connected to the mounting frame.

[0014] Compared with the prior art, the utility model has the following advantages:

[0015] 1. The utility model avoids the influence of expansive soil and the stones in the expansive soil in the traditional structure by arranging a conveying belt in the casing of the pipe jacking machine. The expansive soil and the stones in the expansive soil will not cause blockage, and the ability to deal with the blockage of the expansive soil and the stones in the expansive soil is improved, the conveying efficiency is improved, the excavation speed is increased, and the wear of the excavation device is small.

[0016] 2. In the utility model, the conveying belt is supported by a top support adjusting member at the top and a bottom support adjusting unit at the bottom. In the process of conveying expansive soil, the stability of the conveying belt can be ensured, and the safety and efficiency can be improved.

[0017] 3. The utility model provides a trapezoidal discharge port on the casing of the pipe jacking machine, thereby facilitating the installation of the conveying device and the conveying of expansive soil.

[0018] In summary, the utility model avoids the influence of expansive soil and stones in the expansive soil in the traditional structure by arranging a conveying belt in the casing of the pipe jacking machine. The expansive soil and stones in the expansive soil will not cause blockage, the ability to deal with blockage caused by expansive soil and stones in the expansive soil is improved, the conveying efficiency is improved, the excavation speed is increased, and the wear of the excavation device is relatively small; a trapezoidal discharge port is opened on the casing of the pipe jacking machine, which is convenient for the installation of the conveying device and the conveying of expansive soil.

[0019] The technical solution of the utility model is further described in detail below through the accompanying drawings and embodiments. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a structural schematic diagram of the utility model.

[0021] Figure 2 It is a schematic diagram of the positional relationship between the discharge port and the casing of the pipe jacking machine of the utility model.

[0022] Description of reference numerals:

[0023] DETAILED DESCRIPTION

[0024] like Figure 1 and Figure 2 As shown, the utility model comprises a discharge port 2 opened at the end of a pipe jacking machine housing 1, a conveyor belt 3 obliquely arranged in the pipe jacking machine housing 1, and a support adjustment component arranged in the pipe jacking machine housing 1 and connected to the conveyor belt 3;

[0025] The discharge port 2 and the pipe jacking machine cutter disc 12 are arranged on the same side, and the discharge port 2 is a trapezoidal port; the discharge port 2 is arranged at the bottom of the pipe jacking machine housing 1, and the bottom of the discharge port 2 coincides with the edge of the pipe jacking machine housing 1;

[0026] The conveyor belt 3 is installed in the housing 1 of the pipe jacking machine through a mounting frame 4;

[0027] The support adjustment assembly includes a bottom support adjustment unit vertically arranged at the bottom of the conveyor belt 3 and a top support adjustment member 8 arranged at the top of the conveyor belt 3;

[0028] The bottom support adjustment unit includes a plurality of bottom adjustment support columns vertically arranged at the bottom of the mounting frame 4, and the plurality of bottom adjustment support columns are evenly arranged along the extension direction of the conveyor belt 3;

[0029] One end of the top support adjusting member 8 is connected to the top of the pipe jacking machine housing 1 , and the other end of the top support adjusting member 8 is connected to the top of the mounting frame 4 .

[0030] In actual use, by arranging the conveying belt 3 in the casing 1 of the pipe jacking machine, the influence of the expansive soil and the stones in the expansive soil in the traditional structure is avoided, the expansive soil and the stones in the expansive soil will not cause blockage, the ability to deal with the blockage of the expansive soil and the stones in the expansive soil is improved, the conveying efficiency is improved, the excavation speed is increased, and the wear of the excavation device is reduced.

[0031] The conveyor belt 3 is supported by a top support adjustment member 8 at the top and a bottom support adjustment unit at the bottom. During the process of conveying expansive soil, the stability of the conveyor belt 3 can be ensured, thereby improving safety and efficiency.

[0032] In addition, by providing a trapezoidal discharge port 2 on the housing 1 of the pipe jacking machine, it is convenient to install the conveying device and convey the expansive soil.

[0033] It should be noted that the mounting frame 4 includes a bottom bracket 9 obliquely arranged in the pipe jacking machine housing 1, a top connecting frame 10 obliquely arranged above the bottom bracket 9, and a support rod 11 vertically arranged between the bottom bracket 9 and the top connecting frame 10. The bottom bracket 9, the top connecting frame 10, and the support rod 11 are integrally formed; the mounting tube 7 is arranged at the bottom of the bottom bracket 9, and the lifting chain of the top support adjustment member 8 is connected to the top connecting frame 10.

[0034] In this embodiment, one end of the conveyor belt 3 is arranged in the casing 1 of the pipe jacking machine through the mounting frame 4, and the other end of the conveyor belt 3 passes through the discharge port 2 and extends to the outside of the casing 1 of the pipe jacking machine.

[0035] In actual use, the conveyor belt 3 is provided with a plurality of rotating shafts for driving the conveyor belt 3 , and the bearings at both ends of the rotating shafts are fixed by bearing seats, and the bearing seats are all mounted on the mounting frame 4 , specifically, can be mounted on the bottom bracket 9 .

[0036] In this embodiment, the bottom adjustment support column includes a lifting base 5 vertically arranged at the bottom of the pipe jacking machine shell 1 and an adjustment support column 6 vertically penetrated through the top of the lifting base 5; a plurality of mounting tubes 7 are arranged at the bottom of the mounting frame 4, the bottom of the adjustment support column 6 is connected to the lifting base 5, the top of the adjustment support column 6 is inserted into the mounting tube 7, and the adjustment support column 6 and the mounting tube 7 are detachably connected.

[0037] In actual use, the lifting base 5 is installed in the pipe jacking machine housing 1, and can be directly fixed to the bottom of the pipe jacking machine housing 1, or the pipe jacking machine housing 1 and the lifting base 5 can be connected by a connecting piece. The lifting base 5 can use a hydraulic cylinder, and the adjustment support column 6 is arranged at the movable end of the piston rod of the hydraulic cylinder.

[0038] In this embodiment, the top support adjusting member 8 is a fall chain, and the top support adjusting member 8 is hung on the top of the pipe jacking machine housing 1 , and the lifting chain of the top support adjusting member 8 is connected to the mounting frame 4 .

[0039] The above is only a preferred embodiment of the present invention and does not constitute any limitation to the present invention. Any simple modification, change and equivalent structural change made to the above embodiments according to the technical essence of the present invention shall still fall within the protection scope of the technical solution of the present invention.

Claims

1. An expansive soil conveying device for an ultra-large diameter steel cylinder concrete pipe jacking machine, characterized in that: It comprises a discharge port (2) opened at the end of a pipe jacking machine housing (1), a conveyor belt (3) obliquely arranged in the pipe jacking machine housing (1), and a support adjustment component arranged in the pipe jacking machine housing (1) and connected to the conveyor belt (3); The discharge port (2) and the cutter disc (12) of the pipe jacking machine are arranged on the same side, and the discharge port (2) is a trapezoidal port; the discharge port (2) is arranged at the bottom of the pipe jacking machine housing (1), and the bottom of the discharge port (2) coincides with the edge of the pipe jacking machine housing (1); The conveyor belt (3) is installed in the casing (1) of the pipe jacking machine via a mounting frame (4); The support adjustment assembly comprises a bottom support adjustment unit vertically arranged at the bottom of the conveyor belt (3) and a top support adjustment member (8) arranged at the top of the conveyor belt (3); The bottom support adjustment unit comprises a plurality of bottom adjustment support columns which are vertically arranged at the bottom of the mounting frame (4), and the plurality of bottom adjustment support columns are evenly arranged along the extension direction of the conveyor belt (3); One end of the top support adjusting member (8) is connected to the top of the pipe jacking machine housing (1), and the other end of the top support adjusting member (8) is connected to the top of the mounting frame (4).

2. The expansive soil conveying device of the super-large diameter steel cylinder concrete pipe jacking machine according to claim 1 is characterized in that: One end of the conveyor belt (3) is arranged in the casing (1) of the pipe jacking machine via a mounting frame (4), and the other end of the conveyor belt (3) passes through the discharge port (2) and extends to the outside of the casing (1) of the pipe jacking machine.

3. The expansive soil conveying device of an ultra-large diameter steel cylinder concrete pipe jacking machine according to claim 1 is characterized in that: The bottom adjustment support column comprises a lifting base (5) vertically arranged at the bottom of the pipe jacking machine housing (1) and an adjustment support column (6) vertically penetrated through the top of the lifting base (5); a plurality of installation tubes (7) are arranged at the bottom of the installation frame (4); the bottom of the adjustment support column (6) is connected to the lifting base (5), the top of the adjustment support column (6) is inserted into the installation tube (7), and the adjustment support column (6) and the installation tube (7) are detachably connected.

4. The expansive soil conveying device of an ultra-large diameter steel cylinder concrete pipe jacking machine according to claim 1, characterized in that: The top support adjusting member (8) is a fall chain, the top support adjusting member (8) is hung on the top of the pipe jacking machine housing (1), and the lifting chain of the top support adjusting member (8) is connected to the mounting frame (4).

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