CN112434358A - PC assembly type building construction method - Google Patents
PC assembly type building construction method Download PDFInfo
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- CN112434358A CN112434358A CN202011251473.0A CN202011251473A CN112434358A CN 112434358 A CN112434358 A CN 112434358A CN 202011251473 A CN202011251473 A CN 202011251473A CN 112434358 A CN112434358 A CN 112434358A
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- 238000009435 building construction Methods 0.000 title claims abstract description 45
- 238000000034 method Methods 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 claims abstract description 64
- 230000008569 process Effects 0.000 claims description 6
- 238000004088 simulation Methods 0.000 claims description 6
- 238000005516 engineering process Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 4
- 238000013461 design Methods 0.000 description 11
- 230000000007 visual effect Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000005662 electromechanics Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005457 optimization Methods 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
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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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
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P90/00—Enabling technologies with a potential contribution to greenhouse gas [GHG] emissions mitigation
- Y02P90/30—Computing systems specially adapted for manufacturing
Abstract
The invention provides a PC (personal computer) assembly type building construction method, which relates to the technical field of building construction and comprises the following steps: s1: constructing an integral three-dimensional graph; s2: constructing a three-dimensional drawing of the component; s3: before the components are installed, acquiring a matching value of the real-time building three-dimensional graph and the whole three-dimensional graph, and recording as a first matching value; s4: during installation, acquiring a matching value of a three-dimensional graph of the PC assembled component and the real-time building and the whole three-dimensional graph, and recording the matching value as a second matching value; s5: judging whether the second matching value is larger than the first matching value, if so, executing S6; otherwise, execution of S7 is not alerted; s6: judging whether the second matching value is larger than the safety threshold value, if so, returning to the step S4; otherwise, executing S7; s7: the PC-assembled component is fastened. The invention has convenient construction and high safety, effectively combines the PC assembly type building construction technology and the three-dimensional modeling technology, ensures that errors cannot be accumulated during the building construction, and ensures the accurate control of the construction quality.
Description
Technical Field
The invention relates to the technical field of building construction,
in particular, the present invention relates to a PC fabricated building construction method.
Background
The assembly type building industry is developing at a high speed, in recent years, under the background of continuous promotion of policies and continuous upgrading of building technologies, in the design and construction process of public buildings and residential buildings at present, a large number of PC components are applied, building maintenance structures, partial structural components and the like are prefabricated and formed by professional manufacturers after being designed and deeply split, and then are transported to a construction site for hoisting construction, and the currently commonly used PC components comprise laminated slabs, bay windows, balconies, stairs, beams, wall plates and the like.
The PC fabricated building has the advantages of environmental protection, energy conservation and emission reduction, reduction of dust noise and wet operation workload of a construction site, improvement of quality, shortening of construction period and the like, and meanwhile, some problems and defects are found in the field construction process, for example, the risk that the building construction does not reach the standard during installation may occur, so that the safety and reliability of the PC fabricated construction need to be ensured, for example, Chinese patent invention CN110929328A discloses a concrete fabricated building construction method based on BIM, which comprises the following steps: establishing a building full-professional integral BIM model, optimizing the integral design, splitting the prefabricated part, deepening nodes of the prefabricated part, performing construction simulation optimization design, counting the engineering quantity, drawing a prefabricated part processing diagram and manufacturing a prefabricated part two-dimensional code; according to the invention, by creating the visual informationized BIM model, the collaborative design of the information of each specialty of building, structure and electromechanics is promoted, the problems of mistake, omission and deficiency of each specialty of design are avoided, and the quality of design is improved. Meanwhile, the problems in construction are found in time through the BIM visual simulation assembly type construction process, the design is optimized, and a barrier for design and construction is opened; in addition, the BIM technology can be used for rapidly drawing according to the model, the design quality is improved through automatic engineering quantity statistics, the site construction can be further guided through visual construction simulation, the generated two-dimensional code can be used for tracing the information of the prefabricated part, and the overall construction quality of the fabricated building is improved.
However, the above method still has the following disadvantages: safety during construction is guaranteed, but structural rationality and reliability are not sufficient, and during construction of a PC assembly type building, each member has an error range, but if a large number of members are larger or smaller, even if each member is within a reasonable error range, the number of the members is large, and the number of the members is large, so that the construction of the finished building is high in risk.
Therefore, in order to solve the above problems, it is necessary to design a reasonable PC fabricated building construction method.
Disclosure of Invention
The invention aims to provide the PC assembly type building construction method which is convenient to construct, high in safety, capable of effectively combining the PC assembly type building construction technology and the three-dimensional modeling technology, ensuring that errors cannot be accumulated during construction, and ensuring accurate control of construction quality.
In order to achieve the purpose, the invention is realized by adopting the following technical scheme:
a PC assembly type building construction method comprises the following steps:
s1: acquiring building construction drawing data and constructing an integral three-dimensional drawing;
s2: acquiring size information of a PC (personal computer) assembly type construction component, and constructing a three-dimensional drawing of the component;
s3: before installing the PC assembled component, acquiring an absolute value of a matching value of the real-time building three-dimensional graph and the whole three-dimensional graph, and recording the absolute value as a first matching value;
s4: when the PC assembled component is installed, acquiring an absolute value of a matching value of a three-dimensional graph formed by combining the PC assembled component and the real-time building and the whole three-dimensional graph, and recording the absolute value as a second matching value;
s5: judging whether the second matching value is larger than the first matching value, if so, warning, and executing the step S6; otherwise, the step S7 is executed directly without warning;
s6: judging whether the second matching value is larger than the safety threshold value, if so, returning to the step S4; otherwise, go to step S7;
s7: the PC-assembled component is fastened.
Preferably, in step S1, the three-dimensional graph is constructed by BIM modeling.
As a preferable aspect of the present invention, step S2 is performed by numbering each PC fabricated construction component, storing three-dimensional drawings of all PC fabricated construction components in the component three-dimensional drawings, and storing them in one-to-one correspondence with the component numbers.
Preferably, before step S3 is executed, data of the current building is acquired, and a real-time building three-dimensional map is constructed.
Preferably, in step S4, the number of the installed PC fabricated construction component is acquired, and the three-dimensional drawing of the PC fabricated construction component corresponding to the number is superimposed on the real-time building three-dimensional drawing in a simulation manner to obtain a three-dimensional drawing of the PC fabricated construction component combined with the real-time building.
Preferably, when step S3 is executed, the real-time building three-dimensional graph is compared with the real-time building portion of the whole three-dimensional graph to obtain a matching value, and then the absolute value is taken and recorded as the first matching value.
Preferably, in step S4, the three-dimensional map of the PC assembled component and the real-time building is compared with the real-time building portion of the whole three-dimensional map to obtain a matching value, and then the absolute value is taken and recorded as the second matching value.
Preferably, when step S6 is executed, a safety threshold is established according to the current construction progress and safety.
Preferably, when the process returns to step S4 after step S6 is executed, another PC-equipped component is selected and mounted.
Preferably, in step S7, the PC component is fastened and the number of the PC component and the three-dimensional map corresponding to the number are deleted.
The PC assembly type building construction method has the beneficial effects that: construction convenience, the security is high, and the effectual PC assembled building construction technique and the three-dimensional modeling technique that combine ensures that the error can not accumulate during the construction, guarantees the accurate control of the quality of construction.
Drawings
FIG. 1 is a schematic flow chart of a PC fabricated building construction method of the present invention.
Detailed Description
The following are specific examples of the present invention and further describe the technical solutions of the present invention, but the present invention is not limited to these examples.
Various exemplary embodiments of the present invention will now be described in detail with reference to the accompanying drawings. It should be noted that: the relative arrangement of the modules and steps set forth in these embodiments and steps do not limit the scope of the invention unless specifically stated otherwise.
Meanwhile, it should be understood that the flows in the drawings are not merely performed individually for convenience of description, but a plurality of steps are performed alternately with each other.
The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses.
Techniques, methods known to those of ordinary skill in the relevant art may not be discussed in detail, but are intended to be part of the specification where appropriate.
Example (b): as shown in fig. 1, which is only one embodiment of the present invention, a PC fabricated building construction method includes the steps of:
s1: acquiring building construction drawing data and constructing an integral three-dimensional drawing;
that is, the data of the theoretical building size is prepared into a three-dimensional drawing, and certainly, the building construction drawing needs to be subjected to safety inspection by a computer or an experienced person to ensure that the building construction drawing is qualified.
Here, the overall three-dimensional map will be the benchmarks during the entire construction, and also the models that need to be reached after the entire construction is completed.
Of course, when step S1 is executed, the three-dimensional graph is constructed in a BIM modeling manner. And (4) according to the overall design drawing of the project, building BIM models are created by using BIM modeling software, and drawing review and checking are carried out in a three-dimensional visualization mode. If other three-dimensional modeling modes are adopted to prepare the three-dimensional graph, the input, the comparison and the output are convenient.
S2: acquiring size information of a PC (personal computer) assembly type construction component, and constructing a three-dimensional drawing of the component;
that is, the size information of each member of the PC-fabricated construction member is stored in the support three-dimensional map.
In practice, each PC fabricated construction component is numbered, and the three-dimensional maps of all PC fabricated construction components are stored in the component three-dimensional map, in one-to-one correspondence with the component numbers.
S3: before installing the PC assembled component, acquiring an absolute value of a matching value of the real-time building three-dimensional graph and the whole three-dimensional graph, and recording the absolute value as a first matching value;
before step S3 is executed, data of the current building are acquired, and a real-time building three-dimensional map is constructed.
The method comprises the steps of obtaining a real-time building three-dimensional graph when a PC assembly type component is not installed in the current building construction, matching the real-time building three-dimensional graph with the whole three-dimensional graph, and obtaining an actual matching value as an error value, namely the error value between the current building construction and a construction drawing, wherein the error value is a percentage value.
S4: when the PC assembled component is installed, acquiring an absolute value of a matching value of a three-dimensional graph combined with the real-time building and the whole three-dimensional graph of the PC assembled component, and recording the absolute value as a second matching value;
when step S4 is executed, the number of the installed PC fabricated construction component is acquired, and the three-dimensional drawing of the PC fabricated construction component corresponding to the number is superimposed on the real-time building three-dimensional drawing in a simulation manner, so as to obtain a three-dimensional drawing in which the PC fabricated construction component is combined with the real-time building.
The method comprises the steps of obtaining a real-time building three-dimensional graph when a PC assembly component is pre-installed in the current building construction, matching the real-time building three-dimensional graph with the whole three-dimensional graph, and obtaining an actual matching value as an error value, namely the error value between the current building construction and a construction drawing, wherein the error value is a percentage value.
S5: judging whether the second matching value is larger than the first matching value, if so, warning, and executing the step S6; otherwise, the step S7 is executed directly without warning;
and when the step S3 is executed, comparing the real-time building three-dimensional graph with the real-time building part of the whole three-dimensional graph to obtain a matching value, and then taking an absolute value to be recorded as a first matching value. Here, if the real-time building three-dimensional map is smaller than the whole three-dimensional map, the matching value is negative, for example, -0.8%, whereas if the real-time building three-dimensional map is larger than the whole three-dimensional map, the matching value is positive, for example +0.5%, and taking the absolute value can facilitate comparison.
When step S4 is executed, the three-dimensional map of the PC-fabricated component and the real-time building combination is compared with the real-time building portion of the entire three-dimensional map to obtain a matching value, and then the absolute value is taken and recorded as a second matching value.
Comparing the first matching value with the second matching value, and once the second matching value is greater than the first matching value, it indicates that the error is amplified by installing the PC assembled component, and the PC assembled component is not in conformity with the actual building construction, for example, the first matching value is-0.8% before the absolute value is taken, the second matching value is required to be between-0.8% and +0.8% before the absolute value is taken, once the interval is deviated, the second matching value is greater than the first matching value, an alarm is required, and the constructor is prompted to further check the safety factor, that is, the step S6 is executed; on the contrary, it is stated that the installation of the PC assembled component reduces the error (i.e., makes up for a part of the error) in the whole building construction, and at this time, the next construction can be performed without further inspection, and step S7 can be executed.
Therefore, the situation that the absolute value of the first matching value is-0.8% before the absolute value of the first matching value is obtained, the absolute value of the second matching value after the PC assembled component is installed is-0.9% before the absolute value of the second matching value is obtained, even if the absolute value of the second matching value is-0.9% within the range of the safe construction threshold value, the absolute value gradually deviates from the original construction data along with the construction, if the deviation is continuously amplified, after the absolute value is infinitely close to the safe construction threshold value, the construction accuracy requirement of the subsequent construction is very high or the construction possibility is extremely low, and accordingly construction is.
S6: judging whether the second matching value is larger than the safety threshold value, if so, returning to the step S4; otherwise, go to step S7;
and when the step S6 is executed, a safety threshold is established according to the current building construction progress and safety. That is, the safety threshold is actually set according to the environment of the current building, for example, if the current building is close to the receiving of a worker, the safety threshold may be close to the safety construction threshold range, otherwise, if there are many construction steps behind the current building, the safety threshold is theoretically the safety construction threshold range divided by the number of construction steps, the error of the whole building construction is divided into each construction step, and the safety threshold is different when each PC assembled member is installed.
When step S6 is executed and the process returns to step S4, another PC-equipped component is selected and mounted.
It is to be noted here that in executing step S2, the numbering of the PC fabricated components is regulated such that the first two digits of the numbering represent the specification type of the PC fabricated components, the middle two digits of the numbering represent the size type of the PC fabricated components, and the last two digits of the numbering represent the actual serial number of the PC fabricated components. For example; 310108, the 8 th large balcony T-shaped plate (31 refers to balcony T-shaped plate, 01 refers to large size, 08 refers to eighth member of this type). In fact, different PC-assembled components of the same type are distinguished, because some components have forward errors (larger) and some components have reverse errors (smaller).
The PC assembled component with another number is actually selected from the components with the same first four numbers and different second numbers, namely, the components with the same specification type and size type as the previous PC assembled component but different actual numbers.
Here, "two digits" and "four digits" are only imaginary fingers, and can be numbered according to the nature of a specific PC-equipped component according to this numbering scheme.
S7: the PC-assembled component is fastened.
It should be noted that, in steps S4 to S6, the PC assembled components are all pre-installed, and installation is not determined, and once it is ensured that the PC assembled components can be installed, the PC assembled components can be fastened, and the next building construction can be completed.
Of course, when step S7 is executed, the PC component is fastened, and the number of the PC component and its corresponding three-dimensional drawing are deleted, i.e., the numbered PC component is used and cannot be used again.
The PC assembly type building construction method is convenient to construct and high in safety, effectively combines the PC assembly type building construction technology and the three-dimensional modeling technology, ensures that errors cannot be accumulated during construction, and ensures accurate control of construction quality.
The present invention is not limited to the above-described specific embodiments, and various modifications and variations are possible. Any modifications, equivalents, improvements and the like made to the above embodiments in accordance with the technical spirit of the present invention should be included in the scope of the present invention.
Claims (10)
1. A PC assembly type building construction method is characterized by comprising the following steps:
s1: acquiring building construction drawing data and constructing an integral three-dimensional drawing;
s2: acquiring size information of a PC (personal computer) assembly type construction component, and constructing a three-dimensional drawing of the component;
s3: before installing the PC assembled component, acquiring an absolute value of a matching value of the real-time building three-dimensional graph and the whole three-dimensional graph, and recording the absolute value as a first matching value;
s4: when the PC assembled component is installed, acquiring an absolute value of a matching value of a three-dimensional graph formed by combining the PC assembled component and the real-time building and the whole three-dimensional graph, and recording the absolute value as a second matching value;
s5: judging whether the second matching value is larger than the first matching value, if so, warning, and executing the step S6; otherwise, the step S7 is executed directly without warning;
s6: judging whether the second matching value is larger than the safety threshold value, if so, returning to the step S4; otherwise, go to step S7;
s7: the PC-assembled component is fastened.
2. The PC fabricated building construction method of claim 1, wherein:
when step S1 is executed, the three-dimensional graph is constructed in a BIM modeling manner.
3. The PC fabricated building construction method of claim 1, wherein:
step S2 is executed by numbering each PC fabricated construction element, storing the three-dimensional drawing of all PC fabricated construction elements in the element three-dimensional drawing, and storing them in one-to-one correspondence with the element numbers.
4. The PC fabricated building construction method of claim 3, wherein:
before step S3 is executed, data of the current building are acquired, and a real-time building three-dimensional map is constructed.
5. The PC fabricated building construction method of claim 4, wherein:
when step S4 is executed, the number of the installed PC fabricated construction component is acquired, and the three-dimensional drawing of the PC fabricated construction component corresponding to the number is superimposed on the real-time building three-dimensional drawing in a simulation manner, so as to obtain a three-dimensional drawing in which the PC fabricated construction component is combined with the real-time building.
6. The PC fabricated building construction method of claim 1, wherein:
and when the step S3 is executed, comparing the real-time building three-dimensional graph with the real-time building part of the whole three-dimensional graph to obtain a matching value, and then taking an absolute value to be recorded as a first matching value.
7. The PC fabricated building construction method of claim 1, wherein:
when step S4 is executed, the three-dimensional map of the PC-fabricated component and the real-time building combination is compared with the real-time building portion of the entire three-dimensional map to obtain a matching value, and then the absolute value is taken and recorded as a second matching value.
8. The PC fabricated building construction method of claim 1, wherein:
and when the step S6 is executed, a safety threshold is established according to the current building construction progress and safety.
9. The PC fabricated building construction method of claim 3, wherein:
when step S6 is executed and the process returns to step S4, another PC-equipped component is selected and mounted.
10. The PC fabricated building construction method of claim 3, wherein:
in step S7, the PC component is fastened, and the number of the PC component and the three-dimensional map corresponding to the number are deleted.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113428785A (en) * | 2021-06-22 | 2021-09-24 | 筑友智造建设科技集团有限公司 | Hoisting positioning method, device and equipment for construction site component and storage medium |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109726445A (en) * | 2018-12-07 | 2019-05-07 | 佛山科学技术学院 | Assembled architecture concrete pouring procedure based on BIM |
| CN110287513A (en) * | 2019-05-09 | 2019-09-27 | 唐付 | A kind of built-in fitting construction method based on BIM technology |
-
2020
- 2020-11-11 CN CN202011251473.0A patent/CN112434358B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109726445A (en) * | 2018-12-07 | 2019-05-07 | 佛山科学技术学院 | Assembled architecture concrete pouring procedure based on BIM |
| CN110287513A (en) * | 2019-05-09 | 2019-09-27 | 唐付 | A kind of built-in fitting construction method based on BIM technology |
Non-Patent Citations (2)
| Title |
|---|
| 武彦章;: "BIM技术在装配式建筑中的应用和实施方案", 中国住宅设施, no. 02, pages 122 - 123 * |
| 蔡峰;陆萌梅;李召召;: "浅谈预制装配式建筑施工管控要点", 浙江建筑, no. 01, pages 39 - 43 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113428785A (en) * | 2021-06-22 | 2021-09-24 | 筑友智造建设科技集团有限公司 | Hoisting positioning method, device and equipment for construction site component and storage medium |
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