CN216759721U - Pressure steel pipe auxiliary installation construction system - Google Patents
Pressure steel pipe auxiliary installation construction system Download PDFInfo
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- CN216759721U CN216759721U CN202123230387.4U CN202123230387U CN216759721U CN 216759721 U CN216759721 U CN 216759721U CN 202123230387 U CN202123230387 U CN 202123230387U CN 216759721 U CN216759721 U CN 216759721U
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Abstract
The application provides a pressure steel pipe auxiliary installation construction system which comprises a foundation platform, two positioning blocks arranged on the foundation platform and four supporting site foundation installation seats; the hydraulic jacking equipment is arranged on the supporting site foundation mounting seat; a hydraulic output rod at the top of the hydraulic jacking equipment is hinged with a supporting sheet, a first supporting block is arranged at one end of the supporting sheet, and a second supporting block is connected and arranged at the other end of the supporting sheet; the pressure steel pipe auxiliary installation construction system provided by the embodiment of the utility model has the advantages of simple structure and convenience in use, improves the installation adaptability of the pressure steel pipe during installation, and ensures that the quality and the quantity of the pressure steel pipe are smoothly finished in the installation and adjustment process.
Description
Technical Field
The application relates to the field of building construction equipment, in particular to a pressure steel pipe auxiliary installation and construction system.
Background
Research shows that the pressure steel pipe is deformed or has center dislocation when being installed, the center of the pressure steel pipe is difficult to correct, the surface flatness of the pressure steel pipe is difficult to determine, and whether similar deformation occurs or not is difficult to determine.
The researchers use the MEMS inertial sensor and the BIM software system to carry out auxiliary design on a set of monitoring system, so that the spatial attitude information of the pressure steel pipe can be accurately and timely acquired in the installation operation of the large pressure steel pipe, necessary reference is provided for a control system of hydraulic jacking equipment, the installation efficiency is improved, and the occurrence of large pressure steel pipe installation accidents is avoided.
However, researchers find that if an output rod on the top of hydraulic jacking equipment is simply adopted to directly jack the pressure steel pipe, indentation with a larger depth can be generated, and therefore the edge surface of the pressure steel pipe is greatly deformed; if a curved plate is padded at the output rod at the top of the hydraulic jacking equipment, a large-area indentation can be generated on the pressure steel pipe.
SUMMERY OF THE UTILITY MODEL
An object of the embodiment of the present application is to provide a pressure steel pipe auxiliary installation construction system, which is used to solve the problem of the impression of a large depth and a large area generated when the pressure steel pipe is installed, which is pointed out in the background art.
According to a first aspect of the embodiments of the present invention, there is provided a pressure steel pipe auxiliary installation construction system, including the following operation steps:
the utility model provides a pressure steel pipe auxiliary installation construction system which comprises a foundation platform, two positioning blocks arranged on the foundation platform and four supporting site foundation installation seats, wherein the four supporting site foundation installation seats are arranged on the foundation platform;
the hydraulic jacking equipment is arranged on the supporting site foundation mounting seat; a pressure steel pipe is arranged at the top of the hydraulic jacking equipment; a hydraulic output rod at the top of the hydraulic jacking equipment is hinged with a supporting sheet, a first supporting block is arranged at one end of the supporting sheet, and a second supporting block is connected and arranged at the other end of the supporting sheet;
the first supporting block is a wedge-shaped supporting block, and one top surface of the first supporting block is a curved surface; the second supporting block is a cylindrical supporting block; the extending direction of the cylindrical supporting block is parallel to the extending direction of the pressure steel pipe;
the curved surface of the first supporting block is used for directly contacting and supporting the circumferential wall of the pressure steel pipe, and the circumferential surface of the second supporting block is used for directly contacting and supporting the circumferential wall of the pressure steel pipe.
Preferably, as one possible embodiment; the supporting sheet is an aluminum alloy metal supporting sheet.
Preferably, as one possible embodiment; the first supporting block comprises a supporting block body and a plurality of mesh cavities arranged in the supporting block body; the mesh cavities are uniformly arranged inside the supporting block body.
Preferably, as one possible embodiment; and buffering filling particles are also arranged inside the mesh cavities.
Preferably, as one possible embodiment; the supporting block body and the buffering filling particles are both engineering rubber structural members.
Preferably, as one possible embodiment; a plurality of fixing clamp devices are arranged at the peripheral edge of the pressure steel pipe, and each fixing clamp device is fixedly connected with an MEMS inertial sensor; the fixing clip means is in contact with the circumferential surface of the penstock.
Preferably, as one possible embodiment; the MEMS inertial sensors are divided into three groups, and the three groups of MEMS inertial sensors are uniformly distributed on the surface of the circumferential edge of the pressure steel pipe at intervals.
Preferably, as one possible embodiment; the foundation platform is provided with a slide rail arranged at the bottom space of the pressure steel pipe, and the extension direction of the slide rail is vertical to that of the pressure steel pipe; the two positioning blocks are positioned on the slide rails on the left side and the right side of the pressure steel pipe in a sliding fit manner.
Preferably, as one possible embodiment; the positioning block is of a cuboid structure, the bottom of the positioning block is fixedly connected with the sliding rail on the base platform, and the top of the positioning block is provided with a notch; the surface of the notch is a curved surface; the curved surface on the positioning block is used for directly contacting and supporting the circumferential wall of the penstock.
Preferably, as one possible embodiment; the sliding rail is further provided with a limiting piece, and the limiting piece is used for locking the sliding position of the positioning block on the sliding rail.
The embodiment of the application has the following beneficial effects:
the embodiment of the application provides a pressure steel pipe auxiliary installation construction system, which is provided with a foundation platform, a positioning block and four supporting site foundation installation seats; the hydraulic jacking equipment is arranged on the supporting site foundation mounting seat; the top of the hydraulic jacking equipment is provided with a pressure steel pipe, but the pressure steel pipe and the pressure steel pipe are not in direct contact, and the pressure steel pipe are directly supported through a supporting sheet and a supporting block structure;
the pressure steel pipe auxiliary installation construction system provided by the embodiment of the utility model has the advantages of simple structure and convenience in use, improves the installation adaptability of the pressure steel pipe during installation, reduces indentation deformation, and can ensure that the slight deformation of the pressure steel pipe is smaller in the installation and adjustment process.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, and it is obvious for those skilled in the art to obtain other drawings without inventive exercise.
Fig. 1 is a schematic view illustrating an effect of a pressure steel pipe auxiliary installation construction system provided in an embodiment of the present application;
fig. 2 is a schematic partial structural diagram of a pressure steel pipe auxiliary installation construction system according to an embodiment of the present disclosure;
fig. 3 is a schematic structural diagram of a middle positioning block of the pressure steel pipe auxiliary installation construction system provided in the embodiment of the present application;
fig. 4 is a schematic structural diagram of a first support block in the system for auxiliary installation and construction of a penstock according to the embodiment of the present application;
fig. 5 is a schematic structural diagram of a penstock in an auxiliary penstock installation and construction system provided by an embodiment of the present application.
Reference numbers: a base platform 10; a positioning block 20; a notch 21; a base mount 30; a hydraulic jacking device 40; a support sheet 50; a first support block 60; a second support block 70; a MEMS inertial sensor 80; and (4) pressure steel pipes A.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all 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 application.
In the following description, suffixes such as "module", "component", or "unit" used to denote elements are used only for the convenience of description of the present application, and have no specific meaning in themselves. Thus, "module" and "component" may be used in a mixture.
In order to solve the problems mentioned in the background, according to an aspect of embodiments of the present application, an embodiment of a pressure steel pipe auxiliary installation construction system is provided.
Example one
Referring to fig. 1 to 4, a pressure steel pipe auxiliary installation and construction system according to an embodiment of the present invention includes a foundation platform 10, two positioning blocks 20 disposed on the foundation platform 10, and four supporting site foundation installation seats 30;
a hydraulic jacking device 40 is arranged on the supporting site foundation mounting base 30; the top of the hydraulic jacking equipment 40 is provided with a pressure steel pipe A (see also figure 5); a hydraulic output rod at the top of the hydraulic jacking equipment 40 is hinged with a support sheet 50, a first support block 60 is arranged at one end of the support sheet, and a second support block 70 is connected and arranged at the other end of the support sheet;
the first supporting block 60 is a wedge-shaped supporting block, and a top surface of the first supporting block 60 is a curved surface; the second support block 70 is a cylindrical support block; the extending direction of the cylindrical supporting block is parallel to the extending direction of the pressure steel pipe A;
the curved surface of the first support block 60 is used for directly contacting and supporting the circumferential wall of the penstock a, and the circumferential surface of the second support block 70 is used for directly contacting and supporting the circumferential wall of the penstock a.
The utility model provides a pressure steel pipe auxiliary installation construction system, which is provided with a foundation platform 10, a positioning block 20 and four supporting site foundation installation seats 30; a hydraulic jacking device 40 is arranged on the supporting site foundation mounting base 30; the top of the hydraulic jacking equipment 40 is provided with a pressure steel pipe A, but the pressure steel pipe A and the pressure steel pipe A are not in direct contact and are directly supported through a supporting sheet and a supporting block structure;
a hydraulic output rod at the top of the hydraulic jacking device 40 is hinged with a support sheet 50, a first support block 60 is arranged at one end of the support sheet, and a second support block 70 is connected to the other end of the support sheet; the curved surface of the first supporting block 60 is used for directly contacting and supporting the circumferential wall of the penstock a, and the circumferential surface of the second supporting block 70 is used for directly contacting and supporting the circumferential wall of the penstock a, so that when the hydraulic jacking device 40 starts to work, the curved surface (the curved surface has a smaller area, and even the first supporting block 60 can be made into a cylindrical rod with a small curved surface area) of the first supporting block 60 at one end of the supporting piece can directly support one position of the circumferential wall of the penstock a, while the other end of the supporting piece is provided with the second supporting block 70, meanwhile, the second supporting block 70 is actually a cylindrical structure, and the circumferential surface of the cylinder forms a support for another position of the circumferential wall of the penstock a;
at the moment, the supporting sheet is equivalent to a lever, two points at two ends of the supporting sheet respectively support the circumferential wall of the pressure steel pipe, the supporting mode is better than a single-point supporting effect, the indentation depth is smaller, the extending direction of the cylindrical supporting block is parallel to the extending direction of the pressure steel pipe A, the contact between the cylindrical supporting block and the pressure steel pipe A is linear contact, the contact between the first supporting block and the pressure steel pipe A is a surface foundation, in general, the contact surface is much smaller compared with the condition that a whole supporting sheet is adopted to contact the pressure steel pipe in a large-area mode, so that the design ensures that the mutual toggle of the two supporting points (because the two supporting points are both arranged on the supporting sheet) forms a better supporting effect, and simultaneously reduces the indentation area, and the pressure steel pipe auxiliary installation construction system adopted by the application is described, the device ensures the operation of equipment, and reduces the damage to the surface of the pressure steel pipe and indentation deformation to the maximum extent during supporting.
In a specific technical scheme of the embodiment of the utility model, the supporting sheet is an aluminum alloy metal supporting sheet.
It should be noted that, the supporting sheet designed as above has good compression deformation resistance, and at the same time, can form good supporting function, and ensure that such support is effective for the penstock, therefore, the aluminum alloy metal supporting sheet is adopted, which can generate micro deformation when bearing is large, but the deformation amount is very small as a whole, and can ensure the effectiveness of installation support.
In a specific technical scheme of the embodiment of the utility model, the first supporting block comprises a supporting block body and a plurality of mesh cavities arranged in the supporting block body; the mesh cavities are uniformly arranged inside the supporting block body.
In the specific technical scheme of the embodiment of the utility model, buffering filling particles are also arranged inside the mesh cavity.
It should be noted that the first supporting block (the cross section of the first supporting block is like a honeycomb mesh) comprises a supporting block body and a plurality of mesh cavities arranged in the supporting block body; the mesh cavities are uniformly arranged inside the supporting block body, and the deformation of the first supporting block can be increased through the mesh cavities (deformation), so that the remarkable buffering effect is achieved, the buffering and damping effects of the first supporting block are strengthened finally, and the negative effect of the first supporting block on the supporting indentation of the pressure steel pipe in the installation process is reduced.
In the specific technical scheme of the embodiment of the utility model, the supporting block body and the buffering filling particles are both engineering rubber structural members.
It should be noted that, the supporting block body and the buffering filler particles are both engineering rubber structural members, for example, the buffering filler particles may be rubber particles, and a large amount of the rubber particles are dissociated inside the mesh cavity, so as to play a role in buffering and reducing indentation, and ensure that the supporting sheet has better anti-pressure deformation capability.
The embodiment of the utility model provides an auxiliary installation and construction system for a penstock, which has the advantages of simple structure and convenience in use, improves the installation adaptability of the penstock during installation, reduces indentation deformation, and can ensure that the slight deformation of the penstock is smaller in the installation and adjustment process.
In the specific technical scheme of the embodiment of the utility model, a plurality of fixing clamp devices are arranged at the peripheral edge of the pressure steel pipe A, and each fixing clamp device is fixedly connected with an MEMS inertial sensor 80; the fixing clip means is in contact with the circumferential surface of the penstock a.
In the specific technical scheme of the embodiment of the utility model, the number of the MEMS inertial sensors is three, and the three groups of MEMS inertial sensors are uniformly distributed on the surface of the circumferential edge of the pressure steel pipe A at intervals.
In the specific technical solution of the embodiment of the present invention, a slide rail 90 installed at the bottom space of the pressure steel pipe a is arranged on the foundation platform 10, and the extending direction of the slide rail is perpendicular to the extending direction of the pressure steel pipe a; the two positioning blocks 20 are positioned on the slide rails on the left side and the right side of the pressure steel pipe A in sliding fit. The slide rail is further provided with a limiting piece (not shown in the figure), and the limiting piece is used for locking the sliding position of the positioning block on the slide rail.
Preferably, as one possible embodiment; the positioning block 20 is a cuboid positioning block, the bottom of the positioning block 20 is fixedly connected with the slide rail 90 on the base platform 10, and the top of the positioning block 20 is provided with a notch 21; the surface of the notch 21 is a curved surface; the curved surface on the positioning block 20 is used for directly contacting and supporting the circumferential wall of the penstock a.
In the prior art, sensing data are obtained through an MEMS inertial sensor, then a software system is used for calculation, adjustment and analysis, finally the analysis data are transmitted to a control system (or a PLC control system) of hydraulic jacking equipment, and finally the hydraulic jacking equipment is adjusted to perform jacking operation for a certain distance.
To sum up, this application embodiment provides a supplementary construction system that installs of penstock, and its structural design is simple and the practicality is higher, and convenient to use improves the installation adaptability when penstock installs, ensures that penstock installation adjustment process guarantees that the quality assurance accomplishes smoothly.
The above description is merely exemplary of the present application and is presented to enable those skilled in the art to understand and practice the present application. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. The pressure steel pipe auxiliary installation construction system is characterized by comprising a foundation platform, two positioning blocks arranged on the foundation platform and four supporting site foundation installation seats;
the hydraulic jacking equipment is arranged on the supporting site foundation mounting seat; a pressure steel pipe is arranged at the top of the hydraulic jacking equipment; a hydraulic output rod at the top of the hydraulic jacking equipment is hinged with a supporting sheet, a first supporting block is arranged at one end of the supporting sheet, and a second supporting block is connected at the other end of the supporting sheet;
the first supporting block is a wedge-shaped supporting block, and one top surface of the first supporting block is a curved surface; the second supporting block is a cylindrical supporting block; the extending direction of the cylindrical supporting block is parallel to the extending direction of the pressure steel pipe;
the curved surface of the first supporting block is used for directly contacting and supporting the circumferential wall of the pressure steel pipe, and the circumferential surface of the second supporting block is used for directly contacting and supporting the circumferential wall of the pressure steel pipe.
2. The penstock auxiliary installation and construction system of claim 1, wherein the support sheet is an aluminum alloy metal support sheet.
3. The penstock auxiliary installation construction system of claim 2, wherein the first support block comprises a support block body and a plurality of mesh cavities disposed within the support block body; the mesh cavities are uniformly arranged inside the supporting block body.
4. The pressure steel pipe auxiliary installation and construction system as claimed in claim 3, wherein buffering filling particles are further arranged inside the mesh cavity.
5. The penstock auxiliary installation and construction system of claim 4, wherein the supporting block body and the buffer filling particles are both engineering rubber structural members.
6. The pressure steel pipe auxiliary installation and construction system as claimed in claim 5, wherein a plurality of fixing clip devices are arranged at the peripheral edge of the pressure steel pipe, and each fixing clip device is fixedly connected with an MEMS inertial sensor; the fixing clip means is in contact with the circumferential surface of the penstock.
7. The penstock auxiliary installation and construction system of claim 6, wherein the MEMS inertial sensors are three groups, and the three groups of MEMS inertial sensors are evenly spaced on the circumferential edge surface of the penstock.
8. The pressure steel pipe auxiliary installation and construction system according to claim 6, wherein a slide rail installed at the bottom space of the pressure steel pipe is provided on the foundation platform, and the extension direction of the slide rail is perpendicular to the extension direction of the pressure steel pipe; the two positioning blocks are positioned on the slide rails on the left side and the right side of the pressure steel pipe in a sliding fit manner.
9. The pressure steel pipe auxiliary installation and construction system of claim 8, wherein the positioning block is a rectangular parallelepiped positioning block, the bottom of the positioning block is fixedly connected with a slide rail on the base platform, and the top of the positioning block is provided with a notch; the surface of the notch is a curved surface; the curved surface on the positioning block is used for directly contacting and supporting the circumferential wall of the penstock.
10. The pressure steel pipe auxiliary installation and construction system according to claim 9, wherein a limiting member is further disposed on the slide rail, and the limiting member is used for locking a sliding position of the positioning block on the slide rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123230387.4U CN216759721U (en) | 2021-12-21 | 2021-12-21 | Pressure steel pipe auxiliary installation construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123230387.4U CN216759721U (en) | 2021-12-21 | 2021-12-21 | Pressure steel pipe auxiliary installation construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216759721U true CN216759721U (en) | 2022-06-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123230387.4U Active CN216759721U (en) | 2021-12-21 | 2021-12-21 | Pressure steel pipe auxiliary installation construction system |
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| Country | Link |
|---|---|
| CN (1) | CN216759721U (en) |
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2021
- 2021-12-21 CN CN202123230387.4U patent/CN216759721U/en active Active
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