CN115126266A - Construction method of embedded part - Google Patents
Construction method of embedded part Download PDFInfo
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- CN115126266A CN115126266A CN202210779168.1A CN202210779168A CN115126266A CN 115126266 A CN115126266 A CN 115126266A CN 202210779168 A CN202210779168 A CN 202210779168A CN 115126266 A CN115126266 A CN 115126266A
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- 238000010276 construction Methods 0.000 title claims abstract description 71
- 238000009434 installation Methods 0.000 claims abstract description 80
- 238000012937 correction Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 58
- 239000010959 steel Substances 0.000 claims description 58
- 238000000034 method Methods 0.000 claims description 46
- 238000012545 processing Methods 0.000 claims description 24
- 239000000463 material Substances 0.000 claims description 22
- 238000009415 formwork Methods 0.000 claims description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 12
- 238000003754 machining Methods 0.000 claims description 10
- 239000013643 reference control Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 6
- 238000001514 detection method Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000007547 defect Effects 0.000 description 3
- 238000011900 installation process Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 208000004350 Strabismus Diseases 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
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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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
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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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
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Abstract
The application discloses an embedded part construction method, which is applied to the technical field of buildings and comprises the following steps: acquiring a target embedded part installation position of a target embedded part, and installing the target embedded part according to the target embedded part installation position; installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position; when the position deviation of the target embedded parts is detected, carrying out position correction on each target embedded part; when the position deviation of the positioning brackets is detected, correcting the position of each positioning bracket; and carrying out concrete pouring on each target embedded part and each positioning bracket. The application solves the technical problem of poor construction quality.
Description
Technical Field
The application relates to the technical field of buildings, in particular to a construction method of an embedded part.
Background
With the rapid development of science and technology, the building construction technology is developed more and more mature. The fixing of external engineering equipment basis needs the built-in fitting overlap joint to build superstructure in the construction, at present, carries out the mounted position of naked eye correction built-in fitting through artifical in-process at the mounted built-in fitting, and only judges through people's naked eye, because the limitation of people's eye, the inaccurate condition in mounted position of correction built-in fitting can appear to lead to the built-in fitting to take place to squint or warp in the installation, and then lead to construction quality poor.
Disclosure of Invention
The application mainly aims to provide an embedded part construction method, and aims to solve the technical problem of poor construction quality in the prior art.
In order to achieve the above object, the present application provides an embedded part construction method, which is applied to an embedded part construction system, the embedded part construction system including a target embedded part and a positioning bracket, the embedded part construction method including:
acquiring a target embedded part installation position of a target embedded part, and installing the target embedded part according to the target embedded part installation position;
installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position;
when the position deviation of the target embedded parts is detected, carrying out position correction on each target embedded part;
when the positioning supports are detected to be subjected to position deviation, carrying out position correction on each positioning support;
and carrying out concrete pouring on each target embedded part and each positioning bracket.
Optionally, the step of acquiring a target embedded part installation position of the target embedded part includes:
acquiring a construction embedded part installation position corresponding to a target embedded part and a preset construction control network, wherein the preset construction control network at least comprises an axis and a reference control point;
determining the installation position of the construction embedded part of the target embedded part according to the axis;
selecting a target control point corresponding to the target embedded part from each reference control point;
and adjusting the installation position of the construction embedded part according to the target control point to obtain the installation position of the target embedded part.
Optionally, the positioning bracket includes a positioning angle iron and an anchor bolt bracket, and the step of installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position includes:
installing the positioning angle steel on a pile foundation of a construction plane according to the angle steel installation position corresponding to the positioning angle steel;
acquiring a column base axis on a column base of the construction plane, and detecting the deviation condition of the installation position of the positioning angle steel and the column base axis;
and when the deviation of the installation position does not occur, the anchor bolt bracket is spot-welded on the positioning angle steel.
Optionally, the target embedded part includes a steel bar, and after the step of mounting the positioning bracket at the bracket mounting position of the positioning bracket determined according to the target embedded part mounting position, the method further includes:
detecting whether the target embedded part has position deviation after the processes of binding the steel bars and supporting the formwork;
if the position of the target embedded part is deviated after the processes of binding the steel bars and erecting the formwork, adjusting the target embedded part according to the embedded part deviation amount corresponding to the target embedded part, and returning to the execution step: detecting whether the target embedded part has position deviation after the processes of binding the steel bars and supporting the formwork;
and if the target embedded part does not have position deviation after the processes of binding the steel bars and supporting the formwork, detecting whether the positioning support has position deviation.
Optionally, after the step of concreting the target embedded parts and the positioning brackets, the method further includes:
and performing position deviation detection on each target embedded part and each positioning bracket before the completion of the pouring process and the completion of the initial setting process of the concrete.
Optionally, before the step of obtaining the embedded part installation position of the target embedded part, the method further includes:
detecting whether the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range or not;
if the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range, executing the following steps when the machining parameters of the target embedded parts meet the preset embedded part machining parameter range: acquiring an embedded part mounting position of a target embedded part;
and if the quantity, the type or the specification of each target embedded part does not meet the preset embedded part material parameter range, outputting a material parameter error prompt.
Optionally, the target embedded part comprises an anchor bolt, a steel bar and a steel plate, and when it is detected that the processing parameters of the target embedded part meet a preset embedded part processing parameter range, the following steps are executed: before the step of obtaining the embedded part installation position of the target embedded part, the method further comprises the following steps:
acquiring the diameter of an anchor bolt of the anchor bolt, the lengths of a straight anchor part and a bent anchor part and the thread condition, the diameter and the material of a reinforcing steel bar of the reinforcing steel bar and the thickness of a steel plate of the steel plate to obtain the processing parameters of the target embedded part;
and detecting whether the processing parameters meet the preset embedded part processing parameter range.
Optionally, after the step of detecting whether the positioning bracket is shifted in position, the method further includes:
when the positioning bracket is detected not to have position deviation, the anchor bolt bracket and the surrounding reinforcing steel bars of the anchor bolt bracket are welded and reinforced.
Optionally, the anchor bolts are placed inside the anchor bolt bracket, and the anchor bolts are reinforced by the reinforcing steel bars through spot welding.
Optionally, the center allowable deviation distance of the anchor bolt is 3mm, the exposure allowable deviation length of the anchor bolt is ± 30mm, and the thread allowable deviation length of the anchor bolt is ± 30 mm.
Compared with the method that the installation position of the embedded part is corrected by naked eyes in the process of installing the embedded part manually, the method obtains the target embedded part installation position of the target embedded part and installs the target embedded part according to the target embedded part installation position; installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position; when the position deviation of the target embedded parts is detected, carrying out position correction on each target embedded part; when the position deviation of the positioning brackets is detected, correcting the position of each positioning bracket; concrete pouring is carried out on each target embedded part and each positioning support, so that the embedded parts and the positioning supports are automatically corrected in position offset, the technical defect that the condition that the installation positions of the embedded parts are inaccurate due to limitation of human eyes when the installation positions of the embedded parts are corrected by naked eyes manually in the process of installing the embedded parts and only judged by the naked eyes of people is avoided, the condition that the embedded parts are offset or deformed in the installation process is avoided, and the construction quality is improved.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the present application and together with the description, serve to explain the principles of the application.
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 flow chart of a first embodiment of a method for constructing an embedded part according to the present application;
fig. 2 is a scene diagram of an embodiment of an embedded part construction method according to the present application.
The implementation of the objectives, functional features, and advantages of the present application will be further described with reference to the accompanying drawings.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present application more comprehensible, embodiments of the present application are described in detail below with reference to the accompanying drawings. It is to be understood that the embodiments described are only a few embodiments of the present application and not all embodiments. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present application without any creative effort belong to the protection scope of the present application.
Example one
An embodiment of the present application provides an embedded part construction method, and in a first embodiment of the embedded part construction method of the present application, referring to fig. 1, the embedded part construction method is applied to an embedded part construction system, the embedded part construction system includes a target embedded part and a positioning bracket, and the embedded part construction method includes:
step S10, acquiring a target embedded part installation position of a target embedded part, and installing the target embedded part according to the target embedded part installation position;
step S20, mounting the positioning bracket according to the bracket mounting position of the positioning bracket determined by the target embedded part mounting position;
step S30, when the position deviation of the target embedded parts is detected, the position of each target embedded part is corrected;
step S40, when the position deviation of the positioning brackets is detected, performing position correction on each positioning bracket;
and step S50, performing concrete pouring on each target embedded part and each positioning bracket.
In this embodiment, it should be noted that the positioning bracket is used for fixing the target embedded part. The target embedded part mounting position can be a mounting coordinate, a mounting distance and a mounting direction, and the support mounting position can be a mounting coordinate, a mounting distance and a mounting direction.
Exemplarily, the steps S10 to S50 include: acquiring target embedded part installation coordinates of a target embedded part, or acquiring a target embedded part installation distance and a target embedded part installation position of the target embedded part to obtain a target embedded part installation position of the target embedded part, and installing the target embedded part according to the target embedded part installation position; selecting a support mounting coordinate corresponding to a positioning support on a construction plane according to the target embedded part mounting position, or selecting a support mounting distance and a support mounting position corresponding to the positioning support on the construction plane to obtain a support mounting position corresponding to the positioning support; detecting whether the target embedded part has position deviation or not, and if the target embedded part has position deviation, adjusting the current embedded part position of the target embedded part according to a first deviation amount corresponding to the target embedded part; detecting whether the positioning support deviates, if so, adjusting the current positioning support position of the positioning support according to a second deviation amount corresponding to the positioning support; if the target embedded part and the positioning support are subjected to position deviation, adjusting the current embedded part position of the target embedded part according to the first deviation, and adjusting the current positioning support position of the positioning support according to the second deviation; and if the position deviation does not occur to each target embedded part and each positioning support, performing concrete pouring on each target embedded part and each positioning support.
Optionally, the step of detecting whether the target embedded part and the positioning bracket have position deviation may include:
acquiring an embedded part image carrying target embedded part information and a positioning support image carrying positioning support information, determining a first offset between a first real position of the target embedded part and a mounting position of the target embedded part according to the embedded part image, determining a second offset between a second real position of the positioning support and the mounting position of the support according to the positioning support image, detecting whether the first offset and/or the second offset exceed a preset offset threshold value, and if the first offset exceeds the preset offset threshold value and the second offset does not exceed the preset offset threshold value, determining that the target embedded part has position offset and the positioning support does not have position offset; if the second offset exceeds the preset offset threshold and the first offset does not exceed the preset offset threshold, judging that the positioning support has position deviation and the target embedded part has not position deviation; if the first offset and the second offset exceed the preset offset threshold, judging that the target embedded part and the positioning support are subjected to position offset; and if the first offset and the second offset do not exceed the preset offset threshold, determining that the position of each target embedded part and each positioning bracket does not deviate, wherein the preset offset threshold is a preset offset critical value for determining that the position deviation degree is large.
In step S10, the step of obtaining the target embedded part installation position of the target embedded part includes:
step S11, acquiring a preset construction control network, wherein the preset construction control network at least comprises an axis and a reference control point;
step S12, determining the installation position of the construction embedded part of the target embedded part according to the axis;
step S13, selecting a target control point corresponding to the target embedded part at each reference control point;
and step S14, adjusting the installation position of the construction embedded part according to the target control point to obtain the installation position of the target embedded part.
In this embodiment, it should be noted that the preset construction control network is a measurement control network laid for preset engineering construction, and the preset construction control network includes a plane position and an elevation of a control construction area.
Exemplarily, the steps S11 to S14 include: selecting an embedded part construction installation position corresponding to the target embedded part from a construction plane graph corresponding to the target embedded part, and acquiring a preset construction control network; adjusting the construction installation position of the embedded part according to the axis to obtain the construction embedded part installation position of the target embedded part; selecting a target reference point which does not have a sight shielding barrier between the target embedded part and the reference control points as target control points corresponding to the target embedded part; and adjusting the installation position of the construction embedded part according to the target control point to obtain the installation position of the target embedded part.
In step S20, the positioning bracket includes a positioning angle iron and an anchor bolt bracket, and the step of installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position includes:
step S21, installing the positioning angle steel on a pile foundation of a construction plane according to the angle steel installation position corresponding to the positioning angle steel;
step S22, acquiring a column base axis on the column base of the construction plane, and detecting the installation position deviation condition of the positioning angle steel and the column base axis;
and step S23, when the installation position is not deviated, the anchor bolt bracket is spot-welded on the positioning angle steel.
Exemplarily, the steps S21 to S23 include: selecting an angle steel installation position corresponding to the positioning angle steel in a construction plan, and installing the positioning angle steel on a pile foundation of a construction plane according to the angle steel installation position; acquiring a column base axis on a column base of the construction plane, detecting whether the positioning angle steel is overlapped with the column base axis on the column base, if the positioning angle steel is overlapped with the column base axis on the column base, judging that the positioning angle steel does not have position deviation, and spot-welding the anchor bolt bracket on the positioning angle steel; if the positioning angle steel is not coincident with the column base axis on the column base, judging that the positioning angle steel generates position deviation, adjusting the position of the positioning angle steel according to the column base axis, and returning to the execution step: and detecting whether the positioning angle steel is superposed with the axis of the column base on the column base.
In step S20, the step of installing the positioning bracket at the bracket installation position of the positioning bracket determined according to the target embedded part installation position further includes:
a10, detecting whether a target embedded part subjected to reinforcement binding and formwork supporting processes has position deviation;
step A20, if the position of the target embedded part is deviated after the processes of binding the steel bars and erecting the formwork, adjusting the target embedded part according to the embedded part deviation amount corresponding to the target embedded part, and returning to the execution step: detecting whether the target embedded part has position deviation after the processes of binding the steel bars and supporting the formwork;
and step A30, if the target embedded part does not have position deviation after the processes of binding the steel bars and supporting the formwork, detecting whether the positioning support has position deviation.
Illustratively, steps a10 through a30 include: binding reinforcing steel bars and supporting a formwork on the target embedded part, and detecting whether the target embedded part has position deviation; if the target embedded part has position deviation, adjusting the target embedded part according to the embedded part deviation amount corresponding to the target embedded part, and returning to the execution step: detecting whether the target embedded part has position deviation after the processes of binding the steel bars and supporting the formwork; if the target embedded part does not have position deviation, detecting whether the positioning support has position deviation; if the positioning support deviates, adjusting the positioning support according to the offset of the positioning support corresponding to the positioning support; if the position deviation of the positioning support does not occur, executing the following steps: concrete pouring is performed on each target embedded part and each positioning bracket, wherein the specific steps of detecting the position deviation and adjusting refer to the contents of steps S10 to S40 in the above embodiment.
In step S40, after the step of concrete pouring the target embedded parts and the positioning brackets, the method further includes:
and step S50, before the pouring process of the concrete is detected to be finished and the initial setting process is finished, performing position deviation detection on each target embedded part and each positioning bracket.
Exemplarily, the step S50 includes: acquiring a concrete image carrying concrete information, acquiring a concrete state of the concrete according to the concrete image, and performing position deviation detection on each target embedded part and each positioning bracket when the concrete state is a pouring process is completed and before an initial setting process is completed, wherein the specific steps of the position deviation detection can refer to the contents in the steps S10 to S40 in the embodiment.
Compared with the method that the installation position of the embedded part is corrected by naked eyes in the process of installing the embedded part manually, the method for constructing the embedded part obtains the target embedded part installation position of the target embedded part and installs the target embedded part according to the target embedded part installation position; installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position; when the position deviation of the target embedded parts is detected, carrying out position correction on each target embedded part; when the position deviation of the positioning brackets is detected, correcting the position of each positioning bracket; concrete pouring is carried out on each target embedded part and each positioning support, so that the embedded parts and the positioning supports are automatically corrected in position offset, the technical defect that the condition that the installation positions of the embedded parts are inaccurate due to limitation of human eyes when the installation positions of the embedded parts are corrected by naked eyes manually in the process of installing the embedded parts and only judged by the naked eyes of people is avoided, the condition that the embedded parts are offset or deformed in the installation process is avoided, and the construction quality is improved.
Example two
Further, referring to fig. 2, based on the first embodiment of the present application, in another embodiment of the present application, the same or similar contents to those of the first embodiment of the present application may be referred to the above description, and are not repeated herein. On the basis, in step S10, before the step of acquiring the embedded part installation positions of the target embedded parts, the method further includes:
step B10, detecting whether the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range;
step B20, if the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range, when the machining parameters of the target embedded parts meet the preset embedded part machining parameter range, executing the steps: acquiring an embedded part mounting position of a target embedded part;
and B30, if the quantity, the type or the specification of each target embedded part does not meet the preset embedded part material parameter range, outputting a material parameter error prompt.
In this embodiment, it should be noted that the preset embedded part material parameter range is a preset number range, a preset type range and a preset specification range of the target embedded part.
Exemplarily, the step B10 to the step B30 include: detecting whether the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range or not; if the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range, acquiring the processing parameters of the target embedded part, detecting whether the processing parameters meet the preset embedded part processing parameter range, and if the processing parameters meet the preset embedded part processing parameter range, executing the following steps: acquiring an embedded part mounting position of a target embedded part; if the machining parameters do not meet the preset embedded part machining parameter range, outputting a machining parameter error prompt for a worker to maintain the machining parameters of the target embedded part; and if the quantity, the type and the specification of the target embedded parts do not meet the preset embedded part material parameter range, outputting a material parameter error prompt for the worker to maintain or replace the target embedded parts.
In step B20, the target embedded part includes an anchor bolt, a steel bar and a steel plate, and when it is detected that the processing parameters of the target embedded part satisfy a preset embedded part processing parameter range, the following steps are executed: before the step of obtaining the embedded part installation position of the target embedded part, the method further comprises the following steps:
step C10, obtaining the diameter of an anchor bolt of the anchor bolt, the lengths of a straight anchor part and a bent anchor part and the thread condition, obtaining the diameter and the material of a steel bar of the steel bar, and obtaining the thickness of a steel plate of the steel plate to obtain the processing parameters of the target embedded part;
and step C20, detecting whether the processing parameters meet the preset embedded part processing parameter range.
In this embodiment, it should be noted that the preset embedded part processing parameter ranges are a preset anchor bolt diameter range, a preset straight anchor length range, a preset bent anchor length range, a preset thread state range, a preset steel bar diameter range, and a preset steel plate thickness range of an anchor bolt of a target embedded part.
Exemplarily, the step C10 to the step C20 include: acquiring the diameter of an anchor bolt of the anchor bolt, the lengths of a straight anchor part and a bent anchor part and the thread condition, the diameter and the material of a reinforcing steel bar of the reinforcing steel bar and the thickness of a steel plate of the steel plate to obtain the processing parameters of the target embedded part; and detecting whether the processing parameters meet the preset embedded part processing parameter range.
Optionally, after the step of detecting whether the positioning bracket is shifted in position, the method further includes:
and D10, when the positioning bracket is detected not to have position deviation, welding and reinforcing the anchor bolt bracket and the peripheral steel bars of the anchor bolt bracket.
Illustratively, step D10 includes: detecting whether the positioning bracket has position deviation or not, and if the positioning bracket does not have position deviation, welding and reinforcing the anchor bolt bracket and the peripheral steel bars of the anchor bolt bracket; if the positioning support deviates, correcting the position of the positioning support, and returning to the execution step: and detecting whether the positioning bracket has position deviation.
As an example, referring to fig. 2, the embedment construction method includes a positioning bracket 1, a target embedment 2, and through holes 3 in the positioning bracket 1. The target embedded part 2 is screwed into the through hole 3 through threads of the target embedded part to be fixed on the positioning support 1.
Optionally, the crab-bolt support contains the opening, the crab-bolt passes through the screw in the opening is fixed in on the crab-bolt support, through the reinforcing bar is to each carry out spot welding reinforcement between the crab-bolt.
Optionally, the center allowable offset distance of the anchor bolt is 3mm, the exposure allowable offset length of the anchor bolt is ± 30mm, and the thread allowable offset length of the anchor bolt is ± 30 mm.
Compared with the method that the installation position of the embedded part is corrected by naked eyes in the process of installing the embedded part manually, the method for constructing the embedded part obtains the target embedded part installation position of the target embedded part and installs the target embedded part according to the target embedded part installation position; installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position; when the position deviation of the target embedded parts is detected, carrying out position correction on each target embedded part; when the position deviation of the positioning brackets is detected, correcting the position of each positioning bracket; concrete pouring is carried out on each target embedded part and each positioning support, so that the embedded parts and the positioning supports are automatically corrected in position offset, the technical defect that the condition that the installation positions of the embedded parts are inaccurate due to limitation of human eyes when the installation positions of the embedded parts are corrected by naked eyes manually in the process of installing the embedded parts and only judged by the naked eyes of people is avoided, the condition that the embedded parts are offset or deformed in the installation process is avoided, and the construction quality is improved.
In the foregoing description of embodiments, the particular features, structures, materials, or characteristics may be combined in any suitable manner in any one or more embodiments or examples.
The above description is only for the specific embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present application, and shall be covered by the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
The above description is only a preferred embodiment of the present application, and not intended to limit the scope of the present application, and all modifications of equivalent structures and equivalent processes, which are made by the contents of the specification and the drawings, or which are directly or indirectly applied to other related technical fields, are included in the scope of the present application.
Claims (10)
1. An embedded part construction method is characterized by being applied to an embedded part construction system, wherein the embedded part construction system comprises a target embedded part and a positioning support, and the embedded part construction method comprises the following steps:
acquiring a target embedded part installation position of a target embedded part, and installing the target embedded part according to the target embedded part installation position;
installing the positioning bracket according to the bracket installation position of the positioning bracket determined by the target embedded part installation position;
when the position deviation of the target embedded parts is detected, carrying out position correction on each target embedded part;
when the position deviation of the positioning brackets is detected, correcting the position of each positioning bracket;
and carrying out concrete pouring on each target embedded part and each positioning bracket.
2. The embedment construction method of claim 1, wherein said step of acquiring a target embedment mounting position of a target embedment includes:
acquiring a preset construction control network, wherein the preset construction control network at least comprises an axis and a reference control point;
determining the installation position of the construction embedded part of the target embedded part according to the axis;
selecting a target control point corresponding to the target embedded part at each reference control point;
and adjusting the installation position of the construction embedded part according to the target control point to obtain the installation position of the target embedded part.
3. The embedment construction method of claim 2, wherein the positioning bracket includes a positioning angle iron and an anchor bracket, and the step of mounting the positioning bracket according to the bracket mounting position of the positioning bracket determined by the target embedment mounting position includes:
installing the positioning angle steel on a pile foundation of a construction plane according to the angle steel installation position corresponding to the positioning angle steel;
acquiring a column base axis on a column base of the construction plane, and detecting the deviation condition of the installation position of the positioning angle steel and the column base axis;
and when the deviation of the installation position does not occur, the anchor bolt bracket is spot-welded on the positioning angle steel.
4. The embedment construction method of claim 2, wherein the target embedment includes reinforcing bars, and further comprising, after the step of mounting the positioning bracket at the bracket mounting position of the positioning bracket determined in accordance with the target embedment mounting position:
detecting whether a target embedded part subjected to reinforcing steel bar binding and formwork erecting processes has position deviation or not;
if the position of the target embedded part is deviated after the processes of binding the steel bars and erecting the formwork, adjusting the target embedded part according to the embedded part deviation amount corresponding to the target embedded part, and returning to the execution step: detecting whether the target embedded part has position deviation after the processes of binding the steel bars and supporting the formwork;
and if the target embedded part does not have position deviation after the processes of binding the steel bars and supporting the formwork, detecting whether the positioning support has position deviation.
5. The embedment construction method of claim 1, further comprising, after said step of concreting each of said target embedments and each of said positioning brackets:
and performing position deviation detection on each target embedded part and each positioning bracket before the completion of the pouring process and the completion of the initial setting process of the concrete.
6. The embedment construction method of claim 1, further comprising, prior to the step of acquiring an embedment mounting position of a target embedment:
detecting whether the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range or not;
if the quantity, the type and the specification of each target embedded part meet the preset embedded part material parameter range, executing the following steps when the machining parameters of the target embedded parts meet the preset embedded part machining parameter range: acquiring an embedded part mounting position of a target embedded part;
and if the quantity, the type or the specification of each target embedded part does not meet the preset embedded part material parameter range, outputting a material parameter error prompt.
7. The embedded part construction method according to claim 6, wherein the target embedded parts comprise anchor bolts, reinforcing steel bars and steel plates, and when the processing parameters of the target embedded parts are detected to meet the preset embedded part processing parameter range, the steps are executed: before the step of obtaining the embedded part installation position of the target embedded part, the method further comprises the following steps:
acquiring the diameter of an anchor bolt of the anchor bolt, the lengths of a straight anchor part and a bent anchor part and the thread condition, the diameter and the material of a reinforcing steel bar of the reinforcing steel bar and the thickness of a steel plate of the steel plate to obtain the processing parameters of the target embedded part;
and detecting whether the processing parameters meet the preset embedded part processing parameter range.
8. The embedment construction method of claim 4, wherein after said step of detecting whether said positioning bracket is positionally offset, further comprising:
when the positioning bracket is detected not to have position deviation, the anchor bolt bracket and the surrounding reinforcing steel bars of the anchor bolt bracket are welded and reinforced.
9. The embedded part construction method according to any one of claims 1 to 8, wherein the anchor bolt bracket includes a through hole, the anchor bolt is screwed into the through hole by a screw, and is fixed to the anchor bolt bracket, and spot welding reinforcement is performed between the anchor bolts by the reinforcing bars.
10. The embedment member construction method of claim 7, wherein a center allowable deviation distance of the anchor is 3mm, an exposure allowable deviation length of the anchor is ± 30mm, and a thread allowable deviation length of the anchor is ± 30 mm.
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| CN202210779168.1A CN115126266A (en) | 2022-07-04 | 2022-07-04 | Construction method of embedded part |
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