CN114491892A - Prestressed pipeline installation method and device, terminal equipment and storage medium - Google Patents
Prestressed pipeline installation method and device, terminal equipment and storage medium Download PDFInfo
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- CN114491892A CN114491892A CN202210148292.8A CN202210148292A CN114491892A CN 114491892 A CN114491892 A CN 114491892A CN 202210148292 A CN202210148292 A CN 202210148292A CN 114491892 A CN114491892 A CN 114491892A
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- 238000009434 installation Methods 0.000 title claims abstract description 151
- 238000000034 method Methods 0.000 title claims abstract description 49
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 125
- 239000010959 steel Substances 0.000 claims abstract description 125
- 239000000463 material Substances 0.000 claims abstract description 23
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 16
- 238000012545 processing Methods 0.000 claims description 16
- 238000010276 construction Methods 0.000 claims description 12
- 229910000746 Structural steel Inorganic materials 0.000 claims description 8
- 238000005452 bending Methods 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 239000010410 layer Substances 0.000 description 114
- 238000004891 communication Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 239000002356 single layer Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000006870 function Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000010295 mobile communication Methods 0.000 description 1
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- 230000004048 modification Effects 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 230000036319 strand breaking Effects 0.000 description 1
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/18—Network design, e.g. design based on topological or interconnect aspects of utility systems, piping, heating ventilation air conditioning [HVAC] or cabling
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F2113/00—Details relating to the application field
- G06F2113/14—Pipes
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F2119/00—Details relating to the type or aim of the analysis or the optimisation
- G06F2119/14—Force analysis or force optimisation, e.g. static or dynamic forces
Abstract
The invention discloses a prestressed pipeline installation method, a device, terminal equipment and a storage medium, wherein data information of a prestressed pipeline is acquired; lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a pre-installed prestressed pipeline and second supporting measure steel bars; positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed; mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation; and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points. The invention solves the problem of smooth preassembly of the prestressed pipeline.
Description
Technical Field
The invention relates to the technical field of prestressed pipeline installation, in particular to a prestressed pipeline installation method, a prestressed pipeline installation device, terminal equipment and a storage medium.
Background
At present, in buildings with post-tensioned bonding prestressed systems such as nuclear power station containment vessels and the like, steel pipes or corrugated pipes are usually adopted to reserve prestressed ducts for subsequent prestressed beam penetrating, tensioning and grouting construction. The prestressed steel beam pipeline of the nuclear power containment dome is designed to be a space curved surface type generally, and a traditional prestressed pipe single-layer installation method is adopted, namely, after the position of a steel pipe is marked on a measure steel bar, the steel pipe is installed to the place, so that the position of the pipeline can only be ensured to be accurate, and the orientation angle of the pipeline is difficult to control. After concrete is poured, because the orientation angle cannot be adjusted, when the next layer of pipeline socket is installed, a bevel is easily formed outside the socket, and the smooth line shape of the pipeline is influenced; meanwhile, a sharp chamfer is easily formed in the socket, the later-stage penetrating and tensioning construction quality of the prestressed steel strand is affected, and the steel strand is easily broken when the construction quality is serious.
Therefore, it is necessary to provide a solution to the problem of smooth pre-installation of the prestressed pipe.
The above is only for the purpose of assisting understanding of the technical aspects of the present invention, and does not represent an admission that the above is prior art.
Disclosure of Invention
The invention mainly aims to provide a prestressed pipeline installation method, a prestressed pipeline installation device, terminal equipment and a storage medium, and aims to solve the problem of smooth pre-installation of a prestressed pipeline.
In order to achieve the above object, the present invention provides a prestressed pipe installation method, including:
acquiring data information of the prestressed pipeline;
lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a prestressed pipeline of a pre-installation layer and second supporting measure steel bars;
positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed;
mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation;
and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points.
Optionally, the step of acquiring data information of the prestressed pipe includes:
acquiring a space coordinate of the prestressed pipeline;
acquiring the structural layering information of the prestressed pipe;
and taking the space coordinates and the structural layering information as data information of the prestressed pipeline.
Optionally, the step of lofting according to the data information and processing the materials of each component to obtain the prestressed pipeline to be layered, the first support measure steel bars, the prestressed pipeline to be layered, and the second support measure steel bars includes:
lofting is carried out according to the data information to obtain structural information corresponding to each part material, wherein the structural information comprises actual space length and bending radius;
and processing each part material according to the structural information to obtain the prestressed pipeline to be laminated, the first support measure reinforcing steel bars and the second support measure reinforcing steel bars.
Optionally, after the step of lofting according to the data information to obtain the structural information corresponding to each component material, the method further includes:
and performing lofting according to the data information to obtain the position point of the prestressed pipe to be installed and the position point of the prestressed pipe to be installed, so as to be respectively used for positioning the prestressed pipeline to be installed and the prestressed pipeline to be installed.
Optionally, the step of inserting the pre-stressed pipe into the pre-stressed pipe to be installed, and performing secondary positioning according to the second support measure steel bar and the pre-stressed pipe position point includes:
inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode;
rotationally adjusting the pre-installation layer prestressed pipeline and the to-be-installed layer prestressed pipeline until the pipeline interface is smooth;
and mounting the prestressed pipeline to be subjected to layer installation on the second support measure steel bars, and performing secondary positioning through the position point of the prestressed pipe to be subjected to layer installation.
Optionally, after the step of inserting the pre-stressed pipe into the pre-stressed pipe to be installed and performing secondary positioning according to the second support measure steel bar and the pre-stressed pipe position point, the method further includes:
fixing the prestressed pipeline to be installed with the layer;
dismantling the pre-stressed pipeline with the pre-installed layer;
and carrying out construction of structural steel bars and concrete on the fixed prestressed pipeline to be laminated.
Optionally, the step of performing construction of structural steel bars and concrete on the fixed to-be-laminated prestressed pipeline further includes:
and repeating the step of acquiring the data information of the prestressed pipeline and the subsequent steps to install the next layer of prestressed pipeline until all the pipelines are installed.
In addition, to achieve the above object, the present invention also provides a prestressed pipe installing apparatus, including:
the acquisition module is used for acquiring data information of the prestressed pipeline;
the lofting processing module is used for lofting according to the data information and processing materials of each component to obtain a prestressed pipeline to be layered, a first support measure steel bar, a pre-layered prestressed pipeline and a second support measure steel bar;
the marking module is used for positioning and fixing the first support measure steel bars and the second support measure steel bars and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed;
the primary positioning module is used for installing the prestressed pipeline to be installed on the first support measure steel bar and carrying out primary positioning according to the position point of the prestressed pipe to be installed;
and the secondary positioning module is used for inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points.
In addition, in order to achieve the above object, the present invention further provides a terminal device, where the terminal device includes a memory, a processor, and a prestressed pipe installation program stored in the memory and operable on the processor, and the prestressed pipe installation program, when executed by the processor, implements the steps of the prestressed pipe installation method as described above.
In addition, to achieve the above object, the present invention also provides a computer readable storage medium having a prestressed pipe installation program stored thereon, which when executed by a processor, implements the steps of the prestressed pipe installation method as described above.
According to the prestressed pipeline installation method, the prestressed pipeline installation device, the terminal equipment and the storage medium, data information of the prestressed pipeline is obtained; lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a pre-installed prestressed pipeline and second supporting measure steel bars; positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed; mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation; and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points. The pre-installation layer prestressed pipeline and the second support measure steel bars are adopted to assist the installation and the positioning of the pre-installation layer prestressed pipeline, so that the problem of smooth pre-installation of the prestressed pipeline is solved.
Drawings
Fig. 1 is a functional module schematic diagram of a terminal device to which a prestressed pipe installation apparatus of the present invention belongs;
FIG. 2 is a schematic flow chart of an exemplary embodiment of a method of installing a pre-stressed conduit according to the present invention;
FIG. 3 is a flowchart illustrating the step S50 in the embodiment of FIG. 2;
FIG. 4 is a schematic side view of a pre-installation prestressed pipe for auxiliary installation of a pre-installation prestressed pipe according to an embodiment of the present invention;
fig. 5 is a schematic top-view structural diagram of auxiliary installation of a pre-stressed pipe to be installed through a pre-stressed pipe.
The implementation, functional features and advantages of the objects of the present invention will be further explained with reference to the accompanying drawings.
Detailed Description
It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The main solution of the embodiment of the invention is as follows: acquiring data information of the prestressed pipeline; lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a prestressed pipeline of a pre-installation layer and second supporting measure steel bars; positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed; mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation; and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points. The pre-installation layer prestressed pipeline and the second supporting measure steel bars are adopted to assist the installation and the positioning of the pre-installation layer prestressed pipeline, and the problem of smooth pre-installation of the prestressed pipeline is solved.
Specifically, referring to fig. 1, fig. 1 is a functional module schematic diagram of a terminal device to which the prestressed pipe installation apparatus of the present invention belongs. The prestressed pipe installation device can be a device which is independent of the terminal equipment and can carry out prestressed pipe installation, and the device can be borne on the terminal equipment in a hardware or software mode. The terminal device can be an intelligent mobile terminal with a data processing function, such as a mobile phone and a tablet personal computer, and can also be a fixed terminal device or a server with a data processing function.
In this embodiment, the terminal device to which the prestressed pipe installation apparatus belongs at least includes an output module 110, a processor 120, a memory 130 and a communication module 140.
The memory 130 stores an operating system and a prestressed pipe installation program, and the prestressed pipe installation device can store the acquired data information of the prestressed pipe, the position point of the prestressed pipe to be installed and the position point of the prestressed pipe to be installed, which are obtained by lofting according to the data information, and the like in the memory 130; the output module 110 may be a display screen or the like. The communication module 140 may include a WIFI module, a mobile communication module, a bluetooth module, and the like, and communicates with an external device or a server through the communication module 140.
Wherein the pre-stressed pipeline installation program in the memory 130, when executed by the processor, implements the steps of:
acquiring data information of the prestressed pipeline;
lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a pre-installed prestressed pipeline and second supporting measure steel bars;
positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed;
mounting the prestressed pipeline to be installed on the first support measure steel bar, and performing primary positioning according to the position point of the prestressed pipe to be installed;
and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points.
Further, the installation program of the prestressed pipe in the memory 130 when executed by the processor further implements the following steps:
acquiring a space coordinate of the prestressed pipeline;
acquiring the structural layering information of the prestressed pipe;
and taking the space coordinate and the structural layered information as data information of the prestressed pipeline.
Further, the installation program of the prestressed pipe in the memory 130 when executed by the processor further implements the following steps:
lofting is carried out according to the data information to obtain structural information corresponding to each part material, wherein the structural information comprises actual space length and bending radius;
and processing each part material according to the structural information to obtain the prestressed pipeline to be laminated, the first support measure reinforcing steel bars and the second support measure reinforcing steel bars.
Further, the installation program of the prestressed pipe in the memory 130 when executed by the processor further implements the following steps:
and performing lofting according to the data information to obtain the position point of the prestressed pipe to be installed and the position point of the prestressed pipe to be installed, so as to be respectively used for positioning the prestressed pipeline to be installed and the prestressed pipeline to be installed.
Further, the installation program of the prestressed pipe in the memory 130 when executed by the processor further implements the following steps:
inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode;
rotationally adjusting the pre-installation layer prestressed pipeline and the to-be-installed layer prestressed pipeline until the pipeline interface is smooth;
and mounting the prestressed pipeline to be subjected to layer installation on the second support measure steel bars, and performing secondary positioning through the position point of the prestressed pipe to be subjected to layer installation.
Further, the installation program of the prestressed pipe in the memory 130 when executed by the processor further implements the following steps:
fixing the prestressed pipeline to be installed with the layer;
dismantling the pre-stressed pipeline with the pre-stressed layer;
and carrying out construction of structural steel bars and concrete on the fixed prestressed pipeline to be laminated.
Further, the installation program of the prestressed pipe in the memory 130 when executed by the processor further implements the following steps:
and repeating the step of acquiring the data information of the prestressed pipeline and the subsequent steps to install the next layer of prestressed pipeline until all the pipelines are installed.
According to the scheme, the data information of the prestressed pipeline is obtained; lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a pre-installed prestressed pipeline and second supporting measure steel bars; positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed; mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation; and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points. The pre-installation layer prestressed pipeline and the second support measure steel bars are adopted to assist the installation and the positioning of the pre-installation layer prestressed pipeline, so that the problem of smooth pre-installation of the prestressed pipeline is solved.
Based on the above terminal device architecture but not limited to the above architecture, embodiments of the method of the present invention are presented.
The main executing body of the method of the present embodiment may be a prestressed pipe installation apparatus or a terminal device, and the prestressed pipe installation apparatus is exemplified in the present embodiment.
Referring to fig. 2, fig. 2 is a schematic flow chart of an exemplary embodiment of the installation method of the prestressed pipe according to the present invention. The prestressed pipe installation method comprises the following steps:
step S10, acquiring data information of the prestressed pipeline;
in buildings with post-tensioned bonding prestressed systems such as containment vessels of nuclear power plants, steel pipes or corrugated pipes are generally adopted as prestressed pipelines to reserve prestressed ducts for subsequent prestressed strand-penetrating, tensioning and grouting construction. Before installing the prestressed pipe, need acquire the data information of prestressed pipe earlier, concrete step includes:
acquiring a space coordinate of the prestressed pipeline;
acquiring the structural layering information of the prestressed pipe;
and taking the space coordinate and the structural layered information as data information of the prestressed pipeline.
The data information of the prestressed pipeline mainly comprises the spatial coordinate and the structural layering information of the prestressed pipeline, the obtained spatial coordinate of the prestressed pipeline is combined with the structural layering information to serve as the data information of the prestressed pipeline, and lofting can be carried out on all the structures through the data information of the prestressed pipeline.
Step S20, lofting according to the data information, and processing materials of each component to obtain a prestressed pipeline to be layered, a first support measure steel bar, a pre-layered prestressed pipeline and a second support measure steel bar;
lofting is carried out according to the data information to obtain structural information corresponding to the prestressed pipeline to be installed, the first supporting measure reinforcing steel bars and the second supporting measure reinforcing steel bars, wherein the structural information comprises actual space length and bending radius;
specifically, according to the plane position and elevation of the engineering building on the design drawing, the measurement work which is measured on the spot by using a certain measuring instrument and method is the construction lofting process. Before the prestressed pipeline is installed, the actual space length and the bending radius of the prestressed pipeline to be installed are lofted according to the space coordinate and the structural layering information in the design drawing. In addition, the position points of the prestressed pipe are also required to be obtained in the lofting process:
and performing lofting according to the data information to obtain the position point of the prestressed pipe to be installed and the position point of the prestressed pipe to be installed, so as to be respectively used for positioning the prestressed pipeline to be installed and the prestressed pipeline to be installed.
The position point of the prestressed pipe to be installed is obtained through lofting and can be used for preliminarily positioning the prestressed pipeline to be installed, and the position point of the prestressed pipe to be installed can be used for adjusting the position and the angle of the prestressed pipeline to be installed so as to perform secondary positioning.
And processing according to the structural information to obtain the prestressed pipeline to be installed, the first support measure reinforcing steel bars and the second support measure reinforcing steel bars.
Furthermore, according to the information such as the actual space length and the bending radius of each structure obtained by lofting, processing and manufacturing can be carried out, so that the prestressed pipeline to be installed, the first supporting measure steel bars and the second supporting measure steel bars are obtained, and the prestressed pipeline is installed.
Step S30, positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed;
before the prestressed pipeline to be installed is installed, a first supporting measure reinforcing steel bar and a second supporting measure reinforcing steel bar need to be installed, after the supporting measure reinforcing steel bars are positioned and fixed, according to the position point of the prestressed pipe to be installed and the position point of the prestressed pipe to be installed, which are obtained through lofting, the position point of the prestressed pipe to be installed and the position point of the prestressed pipe to be installed are marked on the first supporting measure reinforcing steel bar and the second supporting measure reinforcing steel bar respectively.
Step S40, mounting the prestressed pipeline to be built on the first support measure steel bar, and performing primary positioning according to the position point of the prestressed pipe to be built;
after the support measure steel bar positioning and fixing are completed and the corresponding position points are marked, the to-be-installed prestressed pipeline can be installed on the first support measure steel bar, the position of the to-be-installed prestressed pipeline is adjusted according to the marked to-be-installed prestressed pipe position points, preliminary positioning is achieved, and further adjustment is conducted on the to-be-installed prestressed pipeline according to the pre-installed prestressed pipeline on the basis of the preliminary positioning.
And step S50, inserting the pre-installation layer prestressed pipe into the to-be-installed layer prestressed pipe in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points.
After the initial positioning of the to-be-installed prestressed pipeline is completed, the pre-installed prestressed pipeline can be inserted onto the to-be-installed prestressed pipeline, then the angles of the two layers of pipelines are rotationally adjusted until the interface is smooth, the angle and the position of the interface are accurate, the pre-installed prestressed pipeline is ensured to be positioned on the second support measure steel bars and the pre-installed prestressed pipe position points, the to-be-installed prestressed pipeline can be fixed on the first support measure steel bars and the to-be-installed prestressed pipe position points, then the pre-installed prestressed pipeline is disassembled, further, the construction of structural steel bars and concrete is carried out, namely, the smooth installation of the to-be-installed prestressed pipeline is completed, then the steps can be repeatedly executed, the next layer of pipeline is installed, and finally the installation of all pipelines is realized.
In the embodiment, data information of the prestressed pipeline is acquired; lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a prestressed pipeline of a pre-installation layer and second supporting measure steel bars; positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed; mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation; and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points. The pre-installation layer prestressed pipeline and the second support measure steel bars are adopted to assist the installation and the positioning of the pre-installation layer prestressed pipeline, so that the problem of smooth pre-installation of the prestressed pipeline is solved.
Referring to fig. 3, fig. 3 is a schematic specific flowchart of step S50 in the embodiment of fig. 2. In this embodiment, based on the embodiment shown in fig. 2, in this embodiment, the step S50 of inserting the pre-stressed pipe into the pre-stressed pipe to be installed, and performing secondary positioning according to the second support measure, where the reinforcing steel bar and the pre-stressed pipe are located at the position points, specifically includes:
step S501, inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline;
after the initial positioning and installation of the prestressed pipeline to be installed are completed, the pre-installation layer prestressed pipeline is inserted and connected to the prestressed pipeline to be installed, and then the pre-installation layer prestressed pipeline and the prestressed pipeline to be installed are adjusted in a rotating mode.
Step S502, rotationally adjusting the pre-installation layer prestressed pipeline and the to-be-installed layer prestressed pipeline until the pipeline interface is smooth;
furthermore, after the socket process is completed, the orientation angle between the pre-stressed pipeline and the pre-stressed pipeline to be installed needs to be adjusted in a rotating mode, so that the interface between the pre-stressed pipeline and the pre-stressed pipeline is smooth, and the angle and the position of the interface are accurate.
Step S503, the prestressed pipeline to be installed on the second support measure steel bars is installed, and secondary positioning is carried out through the position points of the prestressed pipe to be installed on the layer.
After the pre-installation layer prestressed pipeline and the to-be-installed layer prestressed pipeline are subjected to rotary adjustment, the pre-installation layer prestressed pipeline is installed on second support measure steel bars, in the process, the adjustment result needs to be checked, the pre-installation layer prestressed pipeline is ensured to be located at the position points of the second support measure steel bars and the pre-installation layer prestressed pipe, and the to-be-installed layer prestressed pipeline is located at the position points of the first support measure steel bars and the to-be-installed layer prestressed pipe, so that the to-be-installed layer prestressed pipeline can be accurately positioned, the to-be-installed layer prestressed pipeline can be fixed, the pre-installation layer prestressed pipeline is disassembled, construction of structural steel bars and concrete is carried out, and smooth installation of the to-be-installed layer prestressed pipeline is completed.
According to the scheme, the pre-stressed pipeline is inserted into the pre-stressed pipeline to be installed; rotationally adjusting the pre-installation layer prestressed pipeline and the to-be-installed layer prestressed pipeline until the pipeline interface is smooth; and mounting the prestressed pipeline to be subjected to layer installation on the second support measure steel bars, and performing secondary positioning through the position point of the prestressed pipe to be subjected to layer installation. The pre-installation layer prestressed pipeline and the second support measure steel bars are adopted to adjust and correct the position of the pre-installation layer prestressed pipeline and the orientation angle of the pipeline, so that the accurate installation and positioning of the pre-installation layer prestressed pipeline are ensured.
In addition, an embodiment of the present invention further provides a prestressed pipe installation apparatus, where the prestressed pipe installation apparatus includes:
the acquisition module is used for acquiring data information of the prestressed pipeline;
the lofting processing module is used for lofting according to the data information and processing materials of each component to obtain a prestressed pipeline to be layered, a first support measure steel bar, a pre-layered prestressed pipeline and a second support measure steel bar;
the marking module is used for positioning and fixing the first support measure steel bars and the second support measure steel bars and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed;
the primary positioning module is used for installing the prestressed pipeline to be installed on the first support measure steel bar and carrying out primary positioning according to the position point of the prestressed pipe to be installed;
and the secondary positioning module is used for inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points.
The traditional single-layer installation method of the prestressed pipe is to install the steel pipe after marking the position of the steel pipe on the steel bar, only the accurate position of the pipeline can be ensured, and the orientation angle of the pipeline is difficult to control.
Referring to fig. 4 and 5, fig. 4 is a schematic side view of a prestressed pipeline to be installed in an auxiliary manner by a pre-installed prestressed pipeline in an embodiment of the present invention, fig. 5 is a schematic top view of a prestressed pipeline to be installed in an auxiliary manner by a pre-installed prestressed pipeline in an embodiment of the present invention, in fig. 4 and 5, 1 is a pre-installed prestressed pipeline, 2 is a prestressed pipeline to be installed, 3 is a first supporting measure supporting steel bar, 4 is a second supporting measure supporting steel bar, 5 is a prestressed pipe position point to be installed, and 6 is a pre-installed prestressed pipe position point, and the specific steps include:
according to the space coordinate of the prestressed pipe, the actual space length and the bending radius of the prestressed pipeline to be installed are lofted in combination with the structure layering condition, and compared with the traditional method, the actual space length and the bending radius of the prestressed pipeline to be installed are lofted;
compared with the traditional method, the method also needs to process second supporting measure steel bars and pre-installed layer prestressed pipelines;
installing first support measure steel bars and second support measure steel bars, and positioning and fixing;
marking a position point of a prestressed pipe to be installed and a position point of a prestressed pipe to be installed on the support measure steel bar respectively;
mounting the prestressed pipeline to be subjected to layer mounting on the first support measure steel bars, and performing primary positioning according to the position points of the prestressed pipe to be subjected to layer mounting;
inserting the pre-installation layer prestressed pipeline onto the to-be-installed layer prestressed pipeline, rotationally adjusting the angles of the two layers of pipelines until the interface is smooth and the angle and the position are accurate, ensuring that the pre-installation layer prestressed pipeline is positioned on the position points of the second support measure steel bars and the pre-installation layer prestressed pipe, and the to-be-installed layer prestressed pipeline is positioned on the position points of the first support measure steel bars and the to-be-installed layer prestressed pipe, and then fixing the to-be-installed layer prestressed pipeline;
dismantling the pre-stressed pipeline of the pre-installation layer, and carrying out construction of structural steel bars and concrete;
and repeating the steps and installing the next layer of pipeline.
According to the scheme, the pre-installation prestressed pipeline is installed in an auxiliary mode through the pre-installation prestressed pipeline and the supporting measure steel bars, the pipeline is guaranteed to be installed and positioned correctly after the pre-installation prestressed pipeline is installed, the joint of the socket joint position smoothly reduces the later-stage prestressed steel strand penetrating and tensioning risks, the single-layer installation method of the traditional space curved surface type prestressed pipeline is improved in the purpose of avoiding the steel strand breaking condition, and the problem that the orientation angle of the pipeline cannot be controlled can be solved.
In addition, an embodiment of the present invention further provides a terminal device, where the terminal device includes a memory, a processor, and a prestressed pipe installation program that is stored in the memory and is executable on the processor, and the prestressed pipe installation program implements the steps of the prestressed pipe installation method described above when executed by the processor.
Since the prestressed pipe installation program is executed by the processor, all technical solutions of all the embodiments are adopted, so that at least all the beneficial effects brought by all the technical solutions of all the embodiments are achieved, and detailed description is omitted here.
In addition, an embodiment of the present invention further provides a computer-readable storage medium, where a prestressed pipe installation program is stored on the computer-readable storage medium, and when being executed by a processor, the prestressed pipe installation program implements the steps of the prestressed pipe installation method described above.
Since the prestressed pipe installation program is executed by the processor, all technical solutions of all the embodiments are adopted, so that at least all the beneficial effects brought by all the technical solutions of all the embodiments are achieved, and detailed description is omitted here.
Compared with the prior art, the prestressed pipeline installation method, the prestressed pipeline installation device, the terminal equipment and the storage medium provided by the embodiment of the invention acquire data information of the prestressed pipeline; lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a pre-installed prestressed pipeline and second supporting measure steel bars; positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed; mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation; and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points. The pre-installation layer prestressed pipeline and the second support measure steel bars are adopted to assist the installation and the positioning of the pre-installation layer prestressed pipeline, so that the problem of smooth pre-installation of the prestressed pipeline is solved.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or system that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or system. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other like elements in a process, method, article, or system that comprises the element.
The above-mentioned serial numbers of the embodiments of the present application are merely for description and do not represent the merits of the embodiments.
Through the above description of the embodiments, those skilled in the art will clearly understand that the method of the above embodiments can be implemented by software plus a necessary general hardware platform, and certainly can also be implemented by hardware, but in many cases, the former is a better implementation manner. Based on such understanding, the technical solutions of the present application may be embodied in the form of a software product, which is stored in a storage medium (e.g., ROM/RAM, magnetic disk, optical disk) and includes instructions for enabling a terminal device (e.g., a mobile phone, a computer, a server, a controlled terminal, or a network device) to execute the method of each embodiment of the present application.
The above description is only a preferred embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (10)
1. A prestressed pipe installation method, comprising the steps of:
acquiring data information of the prestressed pipeline;
lofting is carried out according to the data information, and materials of all parts are processed to obtain a prestressed pipeline to be installed, first supporting measure steel bars, a pre-installed prestressed pipeline and second supporting measure steel bars;
positioning and fixing the first support measure steel bars and the second support measure steel bars, and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed;
mounting the prestressed pipeline to be subjected to layer installation on the first support measure steel bars, and performing primary positioning according to the position point of the prestressed pipe to be subjected to layer installation;
and inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode, and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points.
2. The prestressed pipe installation method as claimed in claim 1, wherein said step of obtaining data information of said prestressed pipe comprises:
acquiring a space coordinate of the prestressed pipeline;
acquiring the structural layering information of the prestressed pipe;
and taking the space coordinate and the structural layered information as data information of the prestressed pipeline.
3. The prestressed pipe installation method of claim 1, wherein said steps of lofting according to said data information and processing each component material to obtain a prestressed pipe to be layered, first support measure rebars, a pre-layered prestressed pipe, and second support measure rebars comprise:
lofting is carried out according to the data information to obtain structural information corresponding to each part material, wherein the structural information comprises actual space length and bending radius;
and processing each part material according to the structural information to obtain the prestressed pipeline to be laminated, the first support measure reinforcing steel bars and the second support measure reinforcing steel bars.
4. The prestressed pipe installation method defined in claim 3, wherein said step of lofting based on said data information to obtain structural information corresponding to each of said component materials further comprises, after said step of lofting based on said data information:
and performing lofting according to the data information to obtain the position point of the prestressed pipe to be installed and the position point of the prestressed pipe to be installed, so as to be respectively used for positioning the prestressed pipeline to be installed and the prestressed pipeline to be installed.
5. The prestressed pipe installation method of claim 1, wherein said step of inserting said pre-stressed pipe into said pipe to be installed and performing secondary positioning with respect to said second support measure reinforcing bars and said pre-stressed pipe location points comprises:
inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode;
rotationally adjusting the pre-installation layer prestressed pipeline and the to-be-installed layer prestressed pipeline until the pipeline interface is smooth;
and mounting the prestressed pipeline to be subjected to layer installation on the second support measure steel bars, and performing secondary positioning through the position point of the prestressed pipe to be subjected to layer installation.
6. The method for installing a prestressed pipe according to claim 5, wherein said step of inserting said pre-stressed pipe into said pipe to be installed and performing secondary positioning with respect to said pre-stressed pipe position points by said second support means, further comprises:
fixing the prestressed pipeline to be installed with the layer;
dismantling the pre-stressed pipeline with the pre-stressed layer;
and carrying out construction of structural steel bars and concrete on the fixed prestressed pipeline to be laminated.
7. The prestressed pipe installation method of claim 1, wherein the step of constructing the fixed prestressed pipe to be laminated with structural steel bars and concrete further comprises the following steps:
and repeating the step of acquiring the data information of the prestressed pipeline and the subsequent steps to install the next layer of prestressed pipeline until all the pipelines are installed.
8. A prestressed pipe installation, characterized in that it comprises:
the acquisition module is used for acquiring data information of the prestressed pipeline;
the lofting processing module is used for lofting according to the data information and processing materials of each component to obtain a prestressed pipeline to be layered, a first support measure steel bar, a pre-layered prestressed pipeline and a second support measure steel bar;
the marking module is used for positioning and fixing the first support measure steel bars and the second support measure steel bars and marking the position points of the prestressed pipe to be installed and the prestressed pipe to be installed;
the primary positioning module is used for installing the prestressed pipeline to be installed on the first support measure steel bar and carrying out primary positioning according to the position point of the prestressed pipe to be installed;
and the secondary positioning module is used for inserting the pre-installation layer prestressed pipeline into the to-be-installed layer prestressed pipeline in a socket mode and carrying out secondary positioning according to the second support measure steel bars and the pre-installation layer prestressed pipe position points.
9. A terminal device comprising a memory, a processor and a pre-stressed pipe installation program stored on the memory and executable on the processor, the pre-stressed pipe installation program when executed by the processor implementing the steps of the pre-stressed pipe installation method as claimed in any one of claims 1-7.
10. A computer readable storage medium, having a pre-stressed pipeline installation program stored thereon, which when executed by a processor, performs the steps of the pre-stressed pipeline installation method of any of claims 1-7.
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