CN106986275A - A kind of assembled architecture plane layout of tower crane and selection method based on BIM - Google Patents
A kind of assembled architecture plane layout of tower crane and selection method based on BIM Download PDFInfo
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- CN106986275A CN106986275A CN201710145127.6A CN201710145127A CN106986275A CN 106986275 A CN106986275 A CN 106986275A CN 201710145127 A CN201710145127 A CN 201710145127A CN 106986275 A CN106986275 A CN 106986275A
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
-
- 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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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/17—Mechanical parametric or variational design
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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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C2700/00—Cranes
- B66C2700/03—Cranes with arms or jibs; Multiple cranes
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- Engineering & Computer Science (AREA)
- Geometry (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Computational Mathematics (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Mathematical Analysis (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
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- Software Systems (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Jib Cranes (AREA)
Abstract
The present invention relates to a kind of assembled architecture plane layout of tower crane and selection method based on BIM, comprise the following steps：1) three-dimensional entirety BIM models are set up according to assembled architecture drawing；2) preliminary type selecting is carried out to tower crane；3) security performance and arrangement of reinforcement data of tower crane after preliminary type selecting are obtained；4) optimized Selection of tower crane is carried out according to security performance, tower crane type and arrangement of reinforcement data integrated economics parameter, and obtains the optimal type selecting of tower crane；5) the optimal type selecting for combining tower crane completes the horizontal layout of assembled architecture tower crane.Compared with prior art, the present invention has the advantages that reasonable, accurate, timely.
Description
Technical field
It is flat more particularly, to a kind of assembled architecture tower crane based on BIM the present invention relates to assembled architecture construction field
Face is arranged and selection method.
Background technology
Because the construction weights such as lifting wall, plate, stair are larger in assembled architecture, plane layout of tower crane is a value with type selecting
The problem of must paying special attention to.The existing plane layout of tower crane based on BIM, mainly by setting up lifting member BIM models and tower crane
Model, carries out the lifting member weight check in the range of tower crane, and optimize hoisting weight with this allows within arms length in tower crane
(such as carry out the fractionation again of steel construction or be that to be adjusted to 25 reinforcing bars be a bundle to a bundle by original 30 reinforcing bars), and in tower
Hang the reasonable Arrangement that hoisting heavy is carried out in coverage；Though in addition, existing plane layout of tower crane be only carry out a horizontal layout,
But actually with tower crane vertical height, about close phases of content such as basic checking computations, the tower crane model economic analysis of safety of tower crane
Close.Prefabricated member is component form most heavy in job site, no as basic building block indispensable in assembled architecture
Decrement optimization design can be carried out as traditional tower crane type selecting, it may be said that the horizontal layout of assembled architecture tower crane is the above
One " reverse " of traditional arrangement thinking and entirely different process are, it is necessary to special for this special building structure type of assembled
The Layout of door carry out tower crane.
The content of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide it is a kind of rationally, it is accurate and
When the assembled architecture plane layout of tower crane and selection method based on BIM.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of assembled architecture plane layout of tower crane and selection method based on BIM, including it is following：
1) three-dimensional entirety BIM models are set up according to assembled architecture drawing；
2) preliminary type selecting is carried out to tower crane；
3) security performance and arrangement of reinforcement data of tower crane after preliminary type selecting are obtained；
4) optimized Selection of tower crane is carried out according to security performance, tower crane type and arrangement of reinforcement data integrated economics parameter,
And obtain the optimal type selecting of tower crane；
5) the optimal type selecting for combining tower crane completes the horizontal layout of assembled architecture tower crane.
Described step 2) in, the tower crane model for carrying out preliminary type selecting is transported by lifting weight, tower crane jib-length and tower crane
Row track is determined.
Described tower crane running orbit component position most heavy using in assembled architecture component combines tower crane as the center of circle
Horizontal layout envelope diagram is determined.
Tower crane walking envelope in described plane layout of tower crane envelope diagram with tower crane horizontal attached wall distance for tower crane away from
From the outer peripheral ultimate range of building, formed by the tower crane arrangement that made a circle along outside assembled architecture.
Described step 5) in, economic parameters includes tower crane type, enters fee for showing up and rental charge.
Described step 3) in, safety is obtained according to standard section of tower crane weight, tower crane height, geologic data and basic parameter
Performance and arrangement of reinforcement data.
The height of described tower crane is according to assembled architecture story height and top lifting member vertical dimension and peace
Full distance is determined.
Described tower crane walking envelope is closed line, parallel with building outward flange.
Described basic performance include lifting brachium, balance brachium, the biggest lifting capacity, free height, end lifting capacity,
Standard knot size and weight parameter.
Compared with prior art, the present invention has advantages below：
The present invention have been directed to assembled architecture component for most heavy this key factor of hoisting weight, and rail is run by tower crane
The making of mark envelope diagram, using tower crane lifting capacity and brachium as the important restrictions condition in tower crane type selecting storehouse, and it is vertical to combine tower crane
Implicit parameter, security are calculated, economy is calculated, the final plane layout of tower crane scheme and type selecting for obtaining suitable safety economy
Content.In this way, can rationally, accurately and timely determine plane layout of tower crane and the type selecting side of assembled architecture by this method
Case
Brief description of the drawings
Fig. 1 is flow chart of the method for the present invention.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment：
As shown in figure 1, the flow of the present invention is as follows：
A kind of assembled architecture plane layout of tower crane and selection method based on BIM, including
Step 1, three-dimensional entirety BIM models are set up according to assembled architecture drawing, the three-dimensional entirety BIM models of foundation are structure
Part splits the BIM models after in-depth, and the base attribute information of each fractionation component can be extracted quickly；
Step 2, pass through BIM modeling statistics and analyze floor residing for most heavy structural elements, such as most heavy knot in assembled architecture
Structure component is overlapped shear wall plate 4t, positioned at index bed, then shows arbitrary standards layer such as the 5th layer plane position, identifies
The position for going out most overlapping combination shearing wall plate is located at the southwest corner of layer 5 index bed；
Step 3, the tower crane threedimensional model for setting up primary election,；
Step 4, according to assembled architecture story height and top lifting member vertical dimension and safe distance, determine tower
Height, such as 45m are hung, and this information is stored into three-dimensional tower crane model；
Step 5, by the geologic report in building location etc. influence tower crane security parameters as water level -1.5m,
Base bearing capacity is that 200kpa storages are entered into three-dimensional tower crane model；
Step 6, set up local tower crane enter fee for showing up, the database of rental charge, by parameter storage to three-dimensional tower crane model
In；
Step 7, the consideration horizontal attached wall of tower crane are apart from 4m, and tower crane model along the circle of architecture enclosing one arrangement, (build by tower crane distance
It is always horizontal sustaining wall length 4m to build beyond the region of objective existence edge), the envelope diagram of plane layout of tower crane is formed, the envelope of tower crane walking is to close
Zygonema, it is parallel with the out-of-plane sideline of building；
Step 8, most overlapping combination shearing wall plate is the center of circle using in assembled architecture component, with the tower crane bag formed in step 7
Network figure is tower crane running orbit, and possible tower crane type selecting is selected by lifting capacity 4t and tower crane jib-length (10m~35m)
The models such as QTZ63, QTZ80, QTZ125；
Step 9, according to other basic parameters such as type selecting standard section of tower crane weight, tower crane height (45m) and and geology join
Number calculates safety of tower crane (such as tower crane coefficient of stability K=1.15) and tower crane type and arrangement of reinforcement, influence tower crane arrangement and choosing
The fundamental performance parameter of type is more, and important has lifting brachium, balance brachium, the biggest lifting capacity, free height, end lifting
Amount, standard knot size and weight etc.；
Can not be by (such as the tower crane coefficient of stability K calculated if safety of tower crane is calculated<1.15), then such a tower crane type selecting
It will not be considered any further, it is considered to which other meet the tower crane model of security；
Step 10, ensureing using function, on the basis of security, considering tower crane type, enter fee for showing up, rent
The economic parameters such as rental fee, finally determine optimal tower crane type selecting, complete the horizontal layout and final type selecting of assembled architecture tower crane.
Claims (9)
1. a kind of assembled architecture plane layout of tower crane and selection method based on BIM, it is characterised in that including following：
1) three-dimensional entirety BIM models are set up according to assembled architecture drawing；
2) preliminary type selecting is carried out to tower crane；
3) security performance and arrangement of reinforcement data of tower crane after preliminary type selecting are obtained；
4) optimized Selection of tower crane is carried out according to security performance, tower crane type and arrangement of reinforcement data integrated economics parameter, and is obtained
Take the optimal type selecting of tower crane；
5) the optimal type selecting for combining tower crane completes the horizontal layout of assembled architecture tower crane.
2. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 1, its feature
It is, described step 2) in, the tower crane model for carrying out preliminary type selecting runs rail by lifting weight, tower crane jib-length and tower crane
Mark is determined.
3. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 2, its feature
It is, described tower crane running orbit component position most heavy using in assembled architecture component combines tower crane plane as the center of circle
Arrange that envelope diagram is determined.
4. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 3, its feature
It is, the tower crane walking envelope in described plane layout of tower crane envelope diagram is built with the horizontal attached wall distance of tower crane for tower crane distance
Build the outer peripheral ultimate range of thing, by tower crane made a circle along outside assembled architecture arrangement formed.
5. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 1, its feature
It is, described step 5) in, economic parameters includes tower crane type, enters fee for showing up and rental charge.
6. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 1, its feature
It is, described step 3) in, security is obtained according to standard section of tower crane weight, tower crane height, geologic data and basic parameter
Can be with arrangement of reinforcement data.
7. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 6, its feature
Be, the height of described tower crane according to assembled architecture story height and top lifting member vertical dimension and safety away from
From determination.
8. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 4, its feature
It is, described tower crane walking envelope is closed line, parallel with building outward flange.
9. a kind of assembled architecture plane layout of tower crane and selection method based on BIM according to claim 6, its feature
It is, described basic performance includes lifting brachium, balance brachium, the biggest lifting capacity, free height, end lifting capacity, mark
Quasi- section size and weight parameter.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710145127.6A CN106986275A (en) | 2017-03-13 | 2017-03-13 | A kind of assembled architecture plane layout of tower crane and selection method based on BIM |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108038269A (en) * | 2017-11-19 | 2018-05-15 | 上海二十冶建设有限公司 | Mountainous Building group's earthworks calculation concocting method based on BIM |
| 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 |
| CN109086490A (en) * | 2018-07-04 | 2018-12-25 | 中国二十冶集团有限公司 | A kind of tower crane type selecting method for arranging of the assembled engineering based on BIM technology |
| CN109117520A (en) * | 2018-07-21 | 2019-01-01 | 中铁十八局集团有限公司 | A kind of cable hoisting arrangement system and design method based on BIM |
| CN109534189A (en) * | 2018-11-14 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of assembled general frame cast-in-place core wall structure lifting construction method |
| CN110578375A (en) * | 2019-09-06 | 2019-12-17 | 青岛理工大学 | method for determining optimal arrangement of steel plate bin combined shear wall circular tube supports |
| CN110728045A (en) * | 2019-09-30 | 2020-01-24 | 同济大学 | Reverse model selection method for fabricated concrete building tower crane |
| CN111046214A (en) * | 2019-12-24 | 2020-04-21 | 北京法之运科技有限公司 | Method for dynamically processing model |
| 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 |
| CN112069671A (en) * | 2020-08-28 | 2020-12-11 | 中冶(上海)钢结构科技有限公司 | Steel structure hoisting equipment type selection and arrangement optimization method based on BIM model |
| WO2021077370A1 (en) * | 2019-10-24 | 2021-04-29 | 广州建筑股份有限公司 | Multiple tower crane arrangement method for building construction |
| CN112723188A (en) * | 2020-12-25 | 2021-04-30 | 上海宝冶集团有限公司 | Tower crane wall attaching method |
| CN113378271A (en) * | 2021-06-10 | 2021-09-10 | 广联达科技股份有限公司 | Method for calculating installation height of group tower and computer readable storage medium |
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| CN106250638A (en) * | 2016-08-04 | 2016-12-21 | 中建三局第建设工程有限责任公司 | A kind of backform comprehensive Design based on BIM and application process |
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| 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 |
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Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108038269A (en) * | 2017-11-19 | 2018-05-15 | 上海二十冶建设有限公司 | Mountainous Building group's earthworks calculation concocting method based on BIM |
| 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 |
| CN109086490A (en) * | 2018-07-04 | 2018-12-25 | 中国二十冶集团有限公司 | A kind of tower crane type selecting method for arranging of the assembled engineering based on BIM technology |
| CN109117520A (en) * | 2018-07-21 | 2019-01-01 | 中铁十八局集团有限公司 | A kind of cable hoisting arrangement system and design method based on BIM |
| CN109534189A (en) * | 2018-11-14 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of assembled general frame cast-in-place core wall structure lifting construction method |
| CN110578375A (en) * | 2019-09-06 | 2019-12-17 | 青岛理工大学 | method for determining optimal arrangement of steel plate bin combined shear wall circular tube supports |
| CN110728045A (en) * | 2019-09-30 | 2020-01-24 | 同济大学 | Reverse model selection method for fabricated concrete building tower crane |
| WO2021077370A1 (en) * | 2019-10-24 | 2021-04-29 | 广州建筑股份有限公司 | Multiple tower crane arrangement method for building construction |
| CN113557506B (en) * | 2019-10-24 | 2022-04-26 | 广州建筑股份有限公司 | Quantifiable and programmable building construction group tower optimal arrangement method |
| CN113557506A (en) * | 2019-10-24 | 2021-10-26 | 广州建筑股份有限公司 | Multi-tower crane arrangement method for building construction |
| 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 |
| CN111046214A (en) * | 2019-12-24 | 2020-04-21 | 北京法之运科技有限公司 | Method for dynamically processing model |
| CN111046214B (en) * | 2019-12-24 | 2023-11-14 | 北京法之运科技有限公司 | Method for dynamically processing model |
| 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 |
| CN112069671A (en) * | 2020-08-28 | 2020-12-11 | 中冶(上海)钢结构科技有限公司 | Steel structure hoisting equipment type selection and arrangement optimization method based on BIM model |
| CN112723188A (en) * | 2020-12-25 | 2021-04-30 | 上海宝冶集团有限公司 | Tower crane wall attaching method |
| CN113378271A (en) * | 2021-06-10 | 2021-09-10 | 广联达科技股份有限公司 | Method for calculating installation height of group tower and computer readable storage medium |
| CN113378271B (en) * | 2021-06-10 | 2024-04-12 | 广联达科技股份有限公司 | Method for calculating installation height of group tower and computer readable storage medium |
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Application publication date: 20170728 |