CN215977281U - Municipal administration delivery pipe excavation face prevents oblique reinforced structure - Google Patents
Municipal administration delivery pipe excavation face prevents oblique reinforced structure Download PDFInfo
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- CN215977281U CN215977281U CN202122361658.3U CN202122361658U CN215977281U CN 215977281 U CN215977281 U CN 215977281U CN 202122361658 U CN202122361658 U CN 202122361658U CN 215977281 U CN215977281 U CN 215977281U
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Abstract
The utility model relates to a municipal water supply pipe excavation surface deflection prevention reinforcing structure which comprises a base plate and a steel sheet pile reinforcing structure, wherein the steel sheet pile reinforcing structure is arranged at the top of the base plate, and a slant supporting structure is arranged at the top of the base plate; the steel sheet pile reinforcing structure comprises two first electric push rods, two fixing boxes are fixedly connected between the tops of piston rods of the first electric push rods, five slots are formed in the bottom plate, the steel sheet piles are inserted into the slots, threaded rods are fixedly connected to the inner sides of the fixing boxes, moving blocks are connected to the outer sides of the threaded rods in a threaded mode, connecting rods are fixedly connected to the bottoms of the moving blocks, hydraulic cylinders are fixedly connected to the bottoms of the connecting rods, and pressing blocks are fixedly connected to the bottoms of the piston rods of the hydraulic cylinders. This municipal administration delivery pipe excavation face prevents oblique reinforced structure can not only save a large amount of manpowers and material resources to the automatic installation that carries out the steel sheet pile of excavation ground, and simple to operate.
Description
Technical Field
The utility model relates to the technical field of water pipe excavation, in particular to a municipal water supply pipe excavation face deflection prevention reinforcing structure.
Background
The municipal engineering refers to municipal infrastructure construction engineering, and refers to various buildings, structures, equipment and the like which are arranged in urban areas and town planning construction ranges and provide paid or unpaid public products and services for residents based on government responsibilities and obligations, such as common urban roads, bridges, subways, underground pipelines, tunnels, river channels, rail transit, sewage treatment, garbage treatment and disposal and other engineering.
In the process of laying water pipes and pipelines, if the water pipes and pipelines meet the original telecommunication, power cables, water supply and drainage pipelines, related reinforcing measures must be taken in order to effectively ensure that underground facilities are not damaged and do not deviate, sink and the like, but the existing reinforcing structure for preventing the deviation of the water pipe excavation surface is usually fixed by adopting a steel structure in a manual mode, so that a large amount of manpower and material resources are consumed, and the installation and disassembly processes are troublesome.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects of the prior art, the utility model provides the municipal water supply pipe excavation face deviation prevention reinforcing structure which has the advantage of convenience in disassembly and assembly, and solves the problems that the existing water pipe excavation face deviation prevention reinforcing structure is usually fixed by adopting a steel structure in a manual mode, a large amount of manpower and material resources are consumed, and the installation and disassembly processes are troublesome.
In order to achieve the purpose, the utility model provides the following technical scheme: the anti-deflection reinforcing structure for the excavation surface of the municipal water supply pipe comprises a base plate and a steel sheet pile reinforcing structure, wherein the steel sheet pile reinforcing structure is arranged at the top of the base plate, and an inclined plane supporting structure is arranged at the top of the base plate;
the steel sheet pile reinforcing structure comprises two first electric push rods, two fixing boxes are fixedly connected between the tops of piston rods of the first electric push rods, five slots are formed in the bottom plate, the steel sheet piles are inserted into the slots, threaded rods are fixedly connected to the inner sides of the fixing boxes, moving blocks are connected to the outer sides of the threaded rods in a threaded mode, connecting rods are fixedly connected to the bottoms of the moving blocks, hydraulic cylinders are fixedly connected to the bottoms of the connecting rods, and pressing blocks are fixedly connected to the bottoms of the piston rods of the hydraulic cylinders.
Furthermore, the inclined plane supporting structure comprises three second electric push rods, a connecting plate is fixedly connected between the tops of the movable rods of the second electric push rods, and the second electric push rods are fixedly installed at the tops of the bottom plates.
Furthermore, the rear side wall of the connecting plate is fixedly connected with three third electric push rods, and a supporting plate is fixedly connected between the backs of the piston rods of the three third electric push rods.
Furthermore, two weight boxes are fixed at the top of the bottom plate, and two balancing weights are movably connected to the inner sides of the weight boxes.
Furthermore, two first electric putter fixed mounting is in the left and right sides at bottom plate top, two the weight box is located two first electric putter's the opposite side mutually.
Furthermore, a first sliding hole is formed in the bottom of the fixed box, and the bottom end of the connecting rod penetrates through the first sliding hole and extends to the outer side of the fixed box.
Further, five the slots are arranged equidistantly, the bottom of the bottom plate is fixedly connected with four support columns, and the bottom of the four support columns is fixedly connected with a movable wheel.
Compared with the prior art, the technical scheme of the application has the following beneficial effects:
1. this municipal administration delivery pipe excavation face prevents inclined to one side reinforced structure can not only save a large amount of manpowers and material resources to the installation that excavates the ground automatic steel sheet pile through the inside first electric putter of steel sheet pile reinforced structure, fixed case, steel sheet pile, threaded rod, movable block, connecting rod and pneumatic cylinder isotructure, to simple to operate.
2. This municipal administration delivery pipe excavation face prevents oblique reinforced structure can support the inclined plane of construction automatically through inside second electric putter, connecting plate, third electric putter and the backup pad of inclined plane bearing structure, and operation process is simple and convenient, can increase or reduce the quantity of balancing weight as required simultaneously, keeps the device's stability.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a left side view of the structure of the present invention;
FIG. 3 is a top cross-sectional view of the structural retention box of the present invention.
In the figure: 1, a bottom plate, 200 steel sheet pile reinforcing structures, 201 first electric push rods, 202 fixed boxes, 203 slots, 204 steel sheet piles, 205 threaded rods, 206 moving blocks, 207 connecting rods, 208 hydraulic cylinders, 209 pressing blocks, 300 inclined plane supporting structures, 301 second electric push rods, 302 connecting plates, 303 third electric push rods, 304 supporting plates, 305 weight boxes and 306 weight blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Please refer to fig. 1, fig. 2, and fig. 3, in this embodiment, the municipal water supply pipe excavation face deviation prevention reinforcing structure includes a bottom plate 1 and a steel sheet pile reinforcing structure 200, the steel sheet pile reinforcing structure 200 is fixedly installed at the top of the bottom plate 1, and an inclined plane supporting structure 300 is fixedly installed at the top of the bottom plate 1, wherein the steel sheet pile reinforcing structure 200 is a structure for reinforcing the excavation ground, and can automatically perform installation of the steel sheet pile on the excavation ground, which not only saves a large amount of manpower and material resources, but also is convenient to install, and the inclined plane supporting structure 300 protects the side face, and can automatically support the inclined plane of construction, and the operation process is simple and convenient.
It should be noted that, the bottom of the steel bottom plate 1 in this embodiment is fixedly connected with four supporting columns, the bottoms of the four supporting columns are all fixedly connected with moving wheels, and the four moving wheels are respectively located at four corners of the bottom plate 1, so that the device can be moved.
The steel sheet pile reinforcement structure 200 in the present embodiment is a structure that reinforces the excavated ground.
As shown in fig. 1 and 3, the steel sheet pile reinforcing structure 200 includes two first electric push rods 201, a fixed box 202 is fixedly connected between the tops of piston rods of the two first electric push rods 201, wherein a bearing is fixedly connected to a right side wall of the fixed box 202, a motor box is fixedly connected to a left side of the fixed box 202, a stepping motor is fixedly connected to a left side wall of the motor box, five slots 203 are formed in the bottom plate 1, a steel sheet pile 204 is inserted into the slots 203, a threaded rod 205 is fixedly connected to an inner side of the fixed box 202, a left end of the threaded rod 205 penetrates through the fixed box 202 and the motor box and is fixedly connected to an output end of the stepping motor, a right end of the threaded rod 205 penetrates through a moving block 206 and is fixedly connected to an inner side of the bearing, a moving block 206 is connected to an outer side of the threaded rod 205, a connecting rod 207 is fixedly connected to a bottom of the moving block 206, a hydraulic cylinder 208 is fixedly connected to a bottom of the connecting rod 207, the bottom fixedly connected with briquetting 209 of pneumatic cylinder 208 piston rod, and the length and the width of briquetting 209 are less than the length and the width of slot 203, and wherein, two electric putter 201 fixed mounting are in the left and right sides at bottom plate 1 top, and two weight boxes 305 are located two electric putter 201 one side of the back of the body mutually, and the top of weight box 305 articulates there is the case lid.
In this embodiment, the five slots 203 are arranged equidistantly, the bottom of the fixed box 202 is provided with first sliding holes, the bottom end of the connecting rod 207 penetrates through the first sliding holes and extends to the outer side of the fixed box 202, and the hydraulic cylinder 208 is located at the bottom of the fixed box 202, so that the position of the hydraulic cylinder 208 can be moved to install the five steel sheet piles 204.
In this embodiment, a sliding rod is fixedly connected to the rear side of the moving block 206, a sliding groove is formed in the rear side wall of the fixed box 202, and one end of the sliding rod, which is far away from the moving block 206, is located inside the sliding groove, so that the stability of the hydraulic cylinder 208 in the moving process can be improved.
The bevel support structure 300 in this embodiment is a side protective structure.
As shown in fig. 1 and 2, the slope supporting structure 300 in the present embodiment includes three second electric push rods 301, the three second electric push rods 301 are arranged at equal intervals, connecting plates 302 are fixedly connected among the tops of the movable rods of the three second electric push rods 301, the fixed box 202 is positioned at the top of the connecting plate 302, the length of the connecting plate 302 is greater than that of the fixed box 202, three third electric push rods 303 are fixedly connected to the rear side wall of the connecting plate 302, the three third electric push rods 303 are arranged at equal intervals, a supporting plate 304 is fixedly connected between the back surfaces of the piston rods of the three third electric push rods 303, meanwhile, the length of the supporting plate 304 is greater than that of the connecting plate 302, the bottom and the top of the supporting plate 304 are both arc-shaped, the top of the bottom plate 1 is fixed with two weight boxes 305, the inner side of each weight box 305 is movably connected with two balancing weights 306, and the second electric push rod 301 is fixedly installed at the top of the bottom plate 1.
The first fixed push rod 201 in this embodiment is located on the front side of the second electric push rod 301, and three second electric push rods 301 are located between two weight boxes 305.
The working principle of the above embodiment is as follows:
starting the first electric push rod 201, the first electric push rod 201 drives the fixed part 202 to move up and down, after moving to a proper position, starting the stepping motor, the stepping motor drives the threaded rod 205 to rotate, under the screw thread rotation thrust of the threaded rod 205 and the limiting action of the connecting rod 207, the moving block 206 and the connecting rod 207 are driven to move left and right, so as to drive the hydraulic cylinder 208 to move left and right, meanwhile, the stability of the hydraulic cylinder 208 in the moving process can be kept through the sliding rod and the sliding groove, after moving to a proper position, starting the hydraulic cylinder 208, simultaneously, starting the first electric push rod 201 to drive the hydraulic cylinder 208 to move downwards, driving the pressing block 209 through the hydraulic cylinder 208 to install the steel sheet pile 204, adjusting the position of the hydraulic cylinder 208 through the principle, installing a plurality of steel sheet piles 204, starting the second electric push rod 301, the second electric push rod 301 drives the connecting plate 302 to move up and down, after the device is moved to a proper height, the third electric push rod 303 is started, the third electric push rod 303 drives the supporting plate 304 to support the side edge, soil blocks are prevented from slipping down as much as possible, the counter weights 306 in the weight box 305 are increased and decreased as required, and the stability of the device is kept.
Compared with the prior art: through the inside first electric putter 201 of steel sheet pile reinforced structure 200, fixed case 202, steel sheet pile 204, threaded rod 205, the movable block 206, connecting rod 207 and pneumatic cylinder 208 isotructure can be to digging the automatic installation that carries out the steel sheet pile in ground, not only save a large amount of manpowers and material resources, and simple to operate, through the inside second electric putter 301 of inclined plane bearing structure 300, connecting plate 302, third electric putter 303 and backup pad 304 can be automatically supported the inclined plane of construction, the operation process is simple and convenient, can increase or reduce the quantity of balancing weight 306 as required simultaneously, the stability that keeps the device.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a municipal administration delivery pipe excavation face prevents structure that reinforces to one side which characterized in that: the steel sheet pile reinforced structure comprises a bottom plate (1) and a steel sheet pile reinforced structure (200), wherein the steel sheet pile reinforced structure (200) is arranged at the top of the bottom plate (1), and an inclined plane supporting structure (300) is arranged at the top of the bottom plate (1);
the steel sheet pile reinforcing structure (200) comprises two first electric push rods (201), a fixing box (202) is fixedly connected between the tops of piston rods of the first electric push rods (201), five slots (203) are formed in the bottom plate (1), a steel sheet pile (204) is inserted into the slots (203), a threaded rod (205) is fixedly connected to the inner side of the fixing box (202), a moving block (206) is connected to the outer side of the threaded rod (205) in a threaded mode, a connecting rod (207) is fixedly connected to the bottom of the moving block (206), a hydraulic cylinder (208) is fixedly connected to the bottom of the connecting rod (207), and a pressing block (209) is fixedly connected to the bottom of the piston rod of the hydraulic cylinder (208).
2. The municipal water supply pipe excavation face anti-deflection reinforcing structure of claim 1, wherein: inclined plane bearing structure (300) include three second electric putter (301), it is three fixedly connected with connecting plate (302) between the top of second electric putter (301) movable rod, second electric putter (301) fixed mounting is at the top of bottom plate (1).
3. The municipal water supply pipe excavation face anti-deflection reinforcing structure of claim 2, wherein: the rear side wall of the connecting plate (302) is fixedly connected with three third electric push rods (303), and supporting plates (304) are fixedly connected between the back faces of piston rods of the three third electric push rods (303).
4. The municipal water supply pipe excavation face anti-deflection reinforcing structure of claim 2, wherein: two weight boxes (305) are fixed at the top of the bottom plate (1), and two balancing weights (306) are movably connected to the inner sides of the weight boxes (305).
5. The municipal water supply pipe excavation face anti-deflection reinforcing structure according to claim 4, wherein: two first electric putter (201) fixed mounting is in the left and right sides at bottom plate (1) top, two weight box (305) are located the one side of carrying on the back of the body of two first electric putter (201).
6. The municipal water supply pipe excavation face anti-deflection reinforcing structure of claim 1, wherein: the bottom of the fixed box (202) is provided with a first sliding hole, and the bottom end of the connecting rod (207) penetrates through the first sliding hole and extends to the outer side of the fixed box (202).
7. The municipal water supply pipe excavation face anti-deflection reinforcing structure of claim 1, wherein: five slots (203) are the equidistance and arrange, four support columns of bottom fixedly connected with of bottom plate (1), the equal fixedly connected with in bottom of four support columns removes the wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122361658.3U CN215977281U (en) | 2021-09-28 | 2021-09-28 | Municipal administration delivery pipe excavation face prevents oblique reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122361658.3U CN215977281U (en) | 2021-09-28 | 2021-09-28 | Municipal administration delivery pipe excavation face prevents oblique reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215977281U true CN215977281U (en) | 2022-03-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122361658.3U Active CN215977281U (en) | 2021-09-28 | 2021-09-28 | Municipal administration delivery pipe excavation face prevents oblique reinforced structure |
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| Country | Link |
|---|---|
| CN (1) | CN215977281U (en) |
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2021
- 2021-09-28 CN CN202122361658.3U patent/CN215977281U/en active Active
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