CN109241612A - The method that assembled architecture tower crane model and position determine - Google Patents
The method that assembled architecture tower crane model and position determine Download PDFInfo
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- CN109241612A CN109241612A CN201811010795.9A CN201811010795A CN109241612A CN 109241612 A CN109241612 A CN 109241612A CN 201811010795 A CN201811010795 A CN 201811010795A CN 109241612 A CN109241612 A CN 109241612A
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- tower crane
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
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Abstract
The method that specifically a kind of assembled architecture tower crane model of the present invention and position determine；Several tower crane models are first selected it is characterized in that: being included in BIM technology software；Tower crane lifting weight is established with the threedimensional model of tower crane radius change；Establish the threedimensional model of prefabricated member；Tower for Simulation slings heavy amount with the threedimensional model of tower crane radius change at a distance from building, according to check tower crane threedimensional model whether can wrapping member model, check whether the lifting weight of tower crane meets the weight of prefabricated member.In implementation process, the lifting weight of tower crane can be indicated easily this method with the variation apart from tower crane center, so that the position of tower crane can accurately adjust in reality, the lifting weight change range of tower crane is very intuitive with tower crane change in location；So as to facilitate verification prefabricated member whether in the lifting radius of tower crane.
Description
Technical field
The present invention relates to the realm of building construction, the method for specifically a kind of assembled architecture tower crane model and position determination.
Background technique
The development of assembled architecture, more and more projects use prefabricated member, the weight of component in assembled project
Amount generally from 1 ton to 6 ton differ, relative to traditional construction material than heavier, so Concerning The Choice of Tower Crane model and tower crane
Position is particularly important.In symmetrical building, generally on the symmetry axis of building, tower crane can be symmetrical for the position of tower crane
Axial adjustment is at a distance from building, to meet the lifting of component；In asymmetric building, the position of tower crane is preferentially close to construction weight
Greatly.
Then the determination of tower crane model and position at present simulates fortune mostly using several tower crane models are first selected in CAD
Make, until the prefabricated member for having tower crane model all at a certain position is all within the scope of tower crane lifting.Whole process
Need to crosscheck each prefabricated member, it is time-consuming and laborious, and also the lifting weight of tower crane is to be changing into curve-like with radius,
Increase the difficulty of determining model and position.
Summary of the invention
It is an object of the invention to overcome drawbacks described above, provide a kind of assembled architecture tower crane model and position it is quick really
Determine method.
In order to achieve the above object, the present invention is implemented as follows:
A kind of assembled architecture tower crane model and method for determining position, including
Step 1, according to the lifting weight of tower crane in tower crane specification with the curve of tower crane radius change, in BIM technology software
First select several tower crane models；
Step 2 establishes tower crane lifting weight with the threedimensional model of tower crane radius change by BIM software, wherein tower crane three-dimensional mould
The height (H) of type=transformation ratio (1) * tower crane lifting weight (T)；
Step 3, the threedimensional model that prefabricated member is established to prefabricated member by BIM software, the height (H) of component model=
Safety coefficient (k) * construction weight (T)；
Step 4, Tower for Simulation sling heavy amount with the threedimensional model of tower crane radius change at a distance from building, according to the three of inspection tower crane
Dimension module whether can wrapping member model, check whether the lifting weight of tower crane meets the weight of component, also can be very convenient
The positional relationship of ground adjustment tower crane and building；
Step 5, verifying as a result, determining model and the position of tower crane according to step 4.
For this method in implementation process, the lifting weight of tower crane can facilitate earth's surface with the variation apart from tower crane center
Show, so that the position of tower crane can accurately adjust in reality, the lifting weight change range of tower crane is very straight with tower crane change in location
It sees；So as to facilitate verification prefabricated member whether in the lifting radius of tower crane.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
A kind of assembled architecture tower crane model and method for determining position, including
Step 1, according to the lifting weight of tower crane in tower crane specification with the curve of tower crane radius change, in BIM technology software
First select several tower crane models；
Step 2 establishes tower crane lifting weight with the threedimensional model of tower crane radius change by BIM software, wherein tower crane three-dimensional mould
The height (H) of type=transformation ratio (1) * tower crane lifting weight (T)；
Step 3, the threedimensional model that prefabricated member is established to prefabricated member by BIM software, the height (H) of component model=
Safety coefficient (k) * construction weight (T)；
Step 4, Tower for Simulation sling heavy amount with the threedimensional model of tower crane radius change at a distance from building, according to the three of inspection tower crane
Dimension module whether can wrapping member model, check whether the lifting weight of tower crane meets the weight of component, also can be very convenient
Ground adjusts the positional relationship of tower crane and building,
Step 5, verifying as a result, determining model and the position of tower crane according to step 4.
For this method in implementation process, the lifting weight of tower crane can facilitate earth's surface with the variation apart from tower crane center
Show, so that the position of tower crane can accurately adjust in reality, the lifting weight change range of tower crane is very straight with tower crane change in location
It sees；So as to facilitate verification prefabricated member whether in the lifting radius of tower crane.
Claims (1)
1. a kind of assembled architecture tower crane model and method for determining position, it is characterized in that: including
Step 1, according to the lifting weight of tower crane in tower crane specification with the curve of tower crane radius change, in BIM technology software
First select several tower crane models；
Step 2 establishes tower crane lifting weight with the threedimensional model of tower crane radius change by BIM software, wherein tower crane three-dimensional mould
The height (H) of type=transformation ratio (1) * tower crane lifting weight (T)；
Step 3, the threedimensional model that prefabricated member is established to prefabricated member by BIM software, the height (H) of component model=
Safety coefficient (k) * construction weight (T)；
Step 4, Tower for Simulation sling heavy amount with the threedimensional model of tower crane radius change at a distance from building, according to the three of inspection tower crane
Dimension module whether can wrapping member model, check whether the lifting weight of tower crane meets the weight of component, also can be very convenient
The positional relationship of ground adjustment tower crane and building；
Step 5, verifying as a result, determining model and the position of tower crane according to step 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811010795.9A CN109241612A (en) | 2018-08-31 | 2018-08-31 | The method that assembled architecture tower crane model and position determine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811010795.9A CN109241612A (en) | 2018-08-31 | 2018-08-31 | The method that assembled architecture tower crane model and position determine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109241612A true CN109241612A (en) | 2019-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811010795.9A Pending CN109241612A (en) | 2018-08-31 | 2018-08-31 | The method that assembled architecture tower crane model and position determine |
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| CN (1) | CN109241612A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110728045A (en) * | 2019-09-30 | 2020-01-24 | 同济大学 | Reverse model selection method for fabricated concrete building tower crane |
| CN111177822A (en) * | 2019-12-06 | 2020-05-19 | 中国二十冶集团有限公司 | Method for determining position of prefabricated part storage yard of prefabricated building |
| CN111461927A (en) * | 2020-04-01 | 2020-07-28 | 华中科技大学 | Tower crane type selection system and method based on BIM and time-varying reliability analysis |
| CN112507537A (en) * | 2020-11-26 | 2021-03-16 | 筑友智造科技投资有限公司 | Tower crane arrangement method, device and system |
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| CN103922225A (en) * | 2014-04-17 | 2014-07-16 | 北京中铁建安装工程有限公司 | Safe operation control method for tower crane |
| CN105731262A (en) * | 2016-04-01 | 2016-07-06 | 中国建筑第八工程局有限公司 | Tower crane plane arranging system and method based on BIM (building information modeling) technology |
| CN206466915U (en) * | 2016-11-10 | 2017-09-05 | 四川宇盛智创科技有限公司 | A kind of jack up fixes the pitching luffing boom device of tower crane |
| CN108319741A (en) * | 2017-12-12 | 2018-07-24 | 上海建工五建集团有限公司 | Tower crane arrangement methods of comparison and selection based on BIM and system |
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2018
- 2018-08-31 CN CN201811010795.9A patent/CN109241612A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103922225A (en) * | 2014-04-17 | 2014-07-16 | 北京中铁建安装工程有限公司 | Safe operation control method for tower crane |
| CN105731262A (en) * | 2016-04-01 | 2016-07-06 | 中国建筑第八工程局有限公司 | Tower crane plane arranging system and method based on BIM (building information modeling) technology |
| CN206466915U (en) * | 2016-11-10 | 2017-09-05 | 四川宇盛智创科技有限公司 | A kind of jack up fixes the pitching luffing boom device of tower crane |
| CN108319741A (en) * | 2017-12-12 | 2018-07-24 | 上海建工五建集团有限公司 | Tower crane arrangement methods of comparison and selection based on BIM and system |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110728045A (en) * | 2019-09-30 | 2020-01-24 | 同济大学 | Reverse model selection method for fabricated concrete building tower crane |
| CN111177822A (en) * | 2019-12-06 | 2020-05-19 | 中国二十冶集团有限公司 | Method for determining position of prefabricated part storage yard of prefabricated building |
| CN111461927A (en) * | 2020-04-01 | 2020-07-28 | 华中科技大学 | Tower crane type selection system and method based on BIM and time-varying reliability analysis |
| CN111461927B (en) * | 2020-04-01 | 2023-04-18 | 华中科技大学 | Tower crane type selection system and method based on BIM and time-varying reliability analysis |
| CN112507537A (en) * | 2020-11-26 | 2021-03-16 | 筑友智造科技投资有限公司 | Tower crane arrangement method, device and system |
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