CN110284713A - The room construction method suitable for mountain area mounted inside type villa based on BIM - Google Patents
The room construction method suitable for mountain area mounted inside type villa based on BIM Download PDFInfo
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- CN110284713A CN110284713A CN201910591767.9A CN201910591767A CN110284713A CN 110284713 A CN110284713 A CN 110284713A CN 201910591767 A CN201910591767 A CN 201910591767A CN 110284713 A CN110284713 A CN 110284713A
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
-
- 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
-
- 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
Abstract
The invention discloses a kind of room construction method suitable for mountain area mounted inside type villa based on BIM, belong to building construction field, its key points of the technical solution are that establish BIM module, setting threshold value, comparison, form construction supervision figure, amendment, form have access to data and build.The present invention solves that mountain area building construction under the prior art is at high cost, serious technical problem is influenced by geological hydrology condition, achieve the purpose that can be realized in the case where having the effect of exclusive mountainous region and quickly to have built that cost is relatively low and the house of safety and stability, has been applied in building construction.
Description
Technical field
The present invention relates to building construction fields, more specifically, it is related to a kind of filling suitable for mountain area inside based on BIM
Room construction method with type villa.
Background technique
Now with improvement of living standard, more and more people's pursuit is close with the Nature short distance, therefore on mountain
It is also more hot that the projects such as villa holiday village are built in area.But due to a varied topography, geological hydrology condition inside mountain area
Have the characteristics that much there are local exclusive requirements to the construction in house, and mountain area internal transportation compared in city not
Convenient, the transportation cost such as dregs waste material during building construction are larger, therefore, how quickly with exclusive property
It builds up that cost is relatively low and the house of safety and stability in the landform of feature, is a urgent problem to be solved.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide it is a kind of based on BIM be suitable for mountain area in
The room construction method of portion's assembled villa, by establishing BIM module, setting threshold value, comparison, formation construction supervision figure, repairing
Just, form has access to data and build, and to realize can quickly build cost under with exclusive mountainous region
The purpose in lower and safety and stability house.
To achieve the above object, the present invention provides the following technical scheme that a kind of be suitable for dress inside mountain area based on BIM
Room construction method with type villa, comprising the following steps:
Step 1: it is based on construction governing content, construction factor database is established, then in construction factor data
The BIM system with unified integration supervision is established on the basis of library；
Step 2: Virtual Building construction module is established based on BIM system, then by each element in construction factor database
Virtual Building construction is carried out in Virtual Building construction module, obtains Virtual Building construction results；
Step 3: threshold value is arranged according to construction governing content in setting threshold value, and the threshold value includes normal range (NR), abnormal model
It encloses and exception upgrades range；
Step 4: Virtual Building construction results obtained in step 2 are compared with construction factor database, are obtained
Difference, then difference and threshold value are compared, obtain comparing result label；
Step 5: carrying out corresponding mark in Virtual Building construction module for comparing result label obtained in above-mentioned steps four,
Construction supervision figure is formed, and the construction is supervised into figure output into report；
Step 6: seeking ways to return sb.'s kindness announcements according to the construction of output supervision, in construction site with the modified comparing result of needs
It is modified at the correspondence problem position of label for labelling point, and by the revised information update of construction site to Virtual Building
In module of constructing, new comparing result label is generated；
Step 7: will be raw in the Virtual Building construction results in step 2, the comparing result label in step 4 and step 6
The comparing result label of Cheng Xin is stored to the memory block of BIM system, is formed and is had access to data with log form；
Step 8: building foundation structure, on the massif basement rock in massif region to be built a house, clears up massif surface decayed rock, after
Drilling forms bored concrete pile bottom stake holes, construction lofting, hoisting prefabricated column, the grouting of column bottom non-shrink mortar；
Step 9: retaining wall slope protection construction is piled up to form outside on the outside of massif underfooting using objective case net made of large rock mass
Metope, paving fills out rubble between external metope and massif, the pre-buried water-permeable pipe for draining in rubble, when rubble paving is filled out on earth
When at portion's stake holes, steel pile casting is installed in the stake holes of bottom；
Step 10: continuing to pile up external metope and rubble filling, when being filled at steel pile casting upper port rubble, on it plus
One section steel pile casting, until retaining wall slope protection reaches room and builds designed elevation；
Step 11: bored concrete pile pours, and pours bored concrete pile in the stake holes that steel pile casting is formed, and after pouring, extracts steel pile casting；
Step 12: after bored concrete pile solidification, the cushion cap built for room is built in grout pile top casting, that is, completes to be suitable for mountain area room
The foundation structure construction built；
Step 13: lifting primary and secondary beam lifts floor superimposed sheet, the binding of floor plates upper layer plate-rib, and plate face is piped, and to floor
Concreting；
Step 14: hoisting prefabricated Side fascia.
By using above-mentioned technical proposal, building can be applied by establishing Virtual Building construction module based on BIM system
Constructed in work engineering part carry out element supervision, improve construction safety, and by constructed part want
Element supervision can improve virtual policing parameters for part of not constructing in construction engineering and support, effectively avoid subsequent not applying
The Ministry of worker separates existing mistake, can effectively improve the scientific stability and correctness of construction, avoid construction delay and
Resources costs waste, by the way that some supervision data generated in process of supervision are stored and formed with log form
Data can be had access to, at any time supervision of the construction administrative staff to having gone wrong can be improved, further improve to building
Safe early warning ability in work progress can reach by fabricated process for constructing and produce efficient, simple installation, situ wet
The purpose that operation is few, short construction period, overall cost are low, and landform can be made full use of, space is saved, it is useless to reduce building
The generation of material, reduces cost.
Preferable: in the step 8, foundation structure includes retaining wall slope protection and multiple fillings in retaining wall slope protection
Stake is infused, the external metope of the retaining wall slope protection is piled up using objective case net made of large rock mass, external metope and massif
Between place mat fill rubble, and in rubble it is pre-buried for draining water-permeable pipe, bored concrete pile bottom load is in massif base
On rock, setting is used for the cushion cap that room is built at the top of multiple bored concrete piles.
By using above-mentioned technical proposal, since the geological hydrology condition in mountain area is complex, so needing to build in house
If paying attention to the reinforcing and draining on massif slope in the process, by the way that retaining wall slope protection is arranged, and pre-buried one in each layer of rubble
Water-permeable pipe of the row for draining, can be realized the combination of reinforcing and draining, improves the safety in house.
Preferable: in the step 8, the external metope of retaining wall slope protection is applied using ladder contraction type layering tiling method
Work often puzzles one layer of external metope, and paving fills out one layer of rubble between external metope and massif, and grid soil is laid at the top of metalling
Work cloth, water-permeable pipe of the pre-buried row for draining in each layer of rubble.
By using above-mentioned technical proposal, the layering tiling method construction of ladder contraction type can make the structure of retaining wall slope protection
Stability and drainage performance are improved, and further improve the stability in house.
Preferable: in the step 8, the process of hoisting prefabricated column is specifically included:
(1) position and the elevation for checking prefabricated post continued access lower layer reinforcing bar, lower concrete face is cleaned out；
(2) column cap reinforcing bar verticality is corrected；
(3) prefabricated post elevation is measured, is leveled up by bottom with steel disc, the locking of diagonal brace fixing seat；
(4) the beam bit line of prefabricated post column cap is drawn；
(5) lifting and installation prefabricated post, fixed diagonal brace simultaneously lock diagonal brace screw；
(6) the crane hook pine hook of prefabricated post column cap adjusts the verticality of prefabricated post, carries out the installation of next prefabricated post.
By using above-mentioned technical proposal, the stable and accurate installation of prefabricated post can be made, so that house stability obtains
It improves.
It is preferable: in step 8, when the pile hole construction of bottom, drilling to rock supporting course.
By using above-mentioned technical proposal, can make prefabricated post is more firm to be connected to inside soil, be able to bear compared with
High vibration and load, so that house is more stable.
It is preferable: in the step 11, to be connected between the steel pile casting by connection buckle, the water-permeable pipe is that plastics are saturating
Water pipe；Bored concrete pile pours according to the following steps:
(1) wiretie cage transfers steel reinforcement cage to steel pile casting；
(2) tremie of casting concrete is transferred to steel pile casting；
(3) by tremie to steel pile casting inside formed space pour, in casting process, is extracted when pouring steel pile casting with
Tremie, until pouring full concrete in the space that raw steel casing is formed, while concrete also penetrates into casting process
In periphery rubble seam, bored concrete pile forms stable piling strtucture with rubble around it after solidification, that is, completes pouring for bored concrete pile.
By using above-mentioned technical proposal,.
Preferable: in the step 11, in bored concrete pile casting process, tremie and steel pile casting are in mixed always
Solidifying soil liquid level is hereinafter, until be poured into place at the top of bored concrete pile absolute altitude, and steel pile casting should keep synchronous upward with tremie
It extracts.
It by using above-mentioned technical proposal, enables to the pouring quality of bored concrete pile more preferable, reduces bored concrete pile perfusion and complete
Occurs the possibility of cavity or defect later.
It is preferable: in the step 13, to arrange support frame according to design position and spacing before lifting, girder is hung
Support frame is screwed in time before loose hook on to column, adjusts girder column cap decorating position and girder central portion elevation, girder is all pacified
Secondary beam is lifted after dress, secondary beam is carried on a shoulder pole grillage by ox and is located in the shear tenon of girder, and seam crossing uses high strength structure mortar injection.
By using above-mentioned technical proposal, enable to the installation of girder and secondary beam more stable, so that girder carrying is big
In the load of secondary beam, the stability and safety in house are improved.
Preferably, first Virtual Building construction module is established based on BIM system, then in Virtual Building in the step 2
Multiple virtual supervision points are mapped to void by the multiple virtual supervision points of setting and the whole coordinate diagram of Virtual Building construction in module of constructing
In quasi- construction entirety coordinate diagram, then by each element in construction factor database with multiple virtual supervision points
Virtual Building construct and carry out Virtual Building construction in whole coordinate diagram, obtain Virtual Building construction results.
By using above-mentioned technical proposal, building can be applied by establishing Virtual Building construction module based on BIM system
Constructed in work engineering part carry out element supervision, improve construction safety, and by constructed part want
Element supervision can improve virtual policing parameters for part of not constructing in construction engineering and support, effectively avoid subsequent not applying
The Ministry of worker separates existing mistake.
In conclusion the present invention has the advantages that compared with the prior art
1. by establish BIM module, setting threshold value, comparison, form construction supervision figure, amendment, form have access to data
And build and etc., realize can under with exclusive mountainous region quickly build cost is relatively low and the house of safety and stability
Purpose；
2. can be carried out to part of having constructed in construction engineering by establishing Virtual Building construction module based on BIM system
Element supervision improves construction safety, and can be construction work by carrying out element supervision to part of having constructed
It does not construct in journey and partially improves virtual policing parameters support, subsequent part of not constructing is effectively avoided mistake occur.
Specific embodiment
A kind of embodiment: room construction method suitable for mountain area mounted inside type villa based on BIM, comprising the following steps:
Step 1: it is based on construction governing content, construction factor database is established, then in construction factor database
On the basis of establish have unified integration supervision BIM system.
Step 2: establishing Virtual Building construction module based on BIM system, then will be each in construction factor database
Element carries out Virtual Building construction in Virtual Building construction module, obtains Virtual Building construction results；First built based on BIM system
Then vertical Virtual Building construction module is arranged multiple virtual supervision points in Virtual Building construction module and Virtual Building construction is whole
Multiple virtual supervision points are mapped in the whole coordinate diagram of Virtual Building construction, prime number then are wanted in construction by body coordinate diagram
Virtual Building construction is carried out in the whole coordinate diagram of Virtual Building construction with multiple virtual supervision points according to each element in library,
Obtain Virtual Building construction results.
Step 3: threshold value is arranged according to construction governing content in setting threshold value, and threshold value includes normal range (NR), abnormal model
It encloses and exception upgrades range.
Step 4: Virtual Building construction results obtained in step 2 are compared with construction factor database,
Difference is obtained, then difference and threshold value are compared, obtains comparing result label.
Step 5: comparing result label obtained in above-mentioned steps four is subjected to corresponding mark in Virtual Building construction module
Note forms construction supervision figure, and the construction is supervised figure output into report.
Step 6: seeking ways to return sb.'s kindness announcements according to the construction of output supervision, in construction site with the modified comparison of needs
As a result it is modified at the correspondence problem position of label for labelling point, and by the revised information update of construction site to virtually
In construction module, new comparing result label is generated.
Step 7: by the Virtual Building construction results in step 2, the comparing result label in step 4 and step 6
The new comparing result label of middle generation is stored to the memory block of BIM system, is formed and is had access to data with log form.
Step 8: building foundation structure, on the massif basement rock in massif region to be built a house, clears up massif surface decomposed rock
Stone, rear drilling form bored concrete pile bottom stake holes, construction lofting, hoisting prefabricated column, when the pile hole construction of bottom, drilling to rock holding force
Layer.The grouting of column bottom non-shrink mortar；Foundation structure includes retaining wall slope protection and multiple bored concrete piles in retaining wall slope protection, gear
The external metope of cob wall slope protection is piled up using objective case net made of large rock mass, and place mat is filled between external metope and massif
Rubble, and the pre-buried water-permeable pipe for draining in rubble, bored concrete pile bottom load is on massif basement rock, multiple perfusion stake tops
The cushion cap that portion's setting is built for room.The external metope of retaining wall slope protection is using the layering tiling method construction of ladder contraction type, every block
One layer of external metope, paving fills out one layer of rubble between external metope and massif, grid geotextiles is laid at the top of metalling, often
Water-permeable pipe of the pre-buried row for draining in one layer of rubble.The process of hoisting prefabricated column specifically includes:
(1) position and the elevation for checking prefabricated post continued access lower layer reinforcing bar, lower concrete face is cleaned out；
(2) column cap reinforcing bar verticality is corrected；
(3) prefabricated post elevation is measured, is leveled up by bottom with steel disc, the locking of diagonal brace fixing seat；
(4) the beam bit line of prefabricated post column cap is drawn；
(5) lifting and installation prefabricated post, fixed diagonal brace simultaneously lock diagonal brace screw；
(6) the crane hook pine hook of prefabricated post column cap adjusts the verticality of prefabricated post, carries out the installation of next prefabricated post.
Step 9: retaining wall slope protection construction is piled up to be formed using objective case net made of large rock mass on the outside of massif underfooting
External metope, paving fills out rubble between external metope and massif, the pre-buried water-permeable pipe for draining in rubble, when rubble paving is filled out
When at the stake holes of bottom, steel pile casting is installed in the stake holes of bottom.
Step 10: continue to pile up external metope and rubble filling, when being filled at steel pile casting upper port rubble, at it
A upper plus section steel pile casting, until retaining wall slope protection reaches room and builds designed elevation.
Step 11: bored concrete pile pours, and pours bored concrete pile in the stake holes that steel pile casting is formed, and after pouring, extracts steel shield
Cylinder；It is connected between steel pile casting by connection buckle, water-permeable pipe is plastics water-permeable pipe；Bored concrete pile pours according to the following steps:
(1) wiretie cage transfers steel reinforcement cage to steel pile casting；
(2) tremie of casting concrete is transferred to steel pile casting；
(3) by tremie to steel pile casting inside formed space pour, in casting process, is extracted when pouring steel pile casting with
Tremie, until pouring full concrete in the space that raw steel casing is formed, while concrete also penetrates into casting process
In periphery rubble seam, bored concrete pile forms stable piling strtucture with rubble around it after solidification, that is, completes pouring for bored concrete pile.?
In bored concrete pile casting process, tremie and steel pile casting are in concrete liquid level hereinafter, until being poured into perfusion pile beacon always
At high top, and steel pile casting should keep synchronous upward extraction with tremie.
Step 12: after bored concrete pile solidification, the cushion cap built for room is built in grout pile top casting, that is, completes to be applicable in Yushan Hill
The foundation structure construction that area is built in room；
Step 13: lifting primary and secondary beam lifts floor superimposed sheet, the binding of floor plates upper layer plate-rib, and plate face is piped, and to floor
Concreting；Support frame is arranged according to design position and spacing before lifting, girder is hung onto time will before loose hook on column
Support frame screws, and adjusts girder column cap decorating position and girder central portion elevation, and girder lifts secondary beam after all installing, secondary beam is logical
It crosses ox load grillage to be located in the shear tenon of girder, seam crossing uses high strength structure mortar injection.
Step 14: hoisting prefabricated Side fascia.
The above is only the preferred embodiment of the present invention, protection scope of the present invention is not limited merely to above-described embodiment,
All technical solutions belonged under thinking of the present invention all belong to the scope of protection of the present invention.It should be pointed out that for the art
For those of ordinary skill, several improvements and modifications without departing from the principles of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (9)
1. a kind of room construction method suitable for mountain area mounted inside type villa based on BIM, comprising the following steps: step 1: base
In construction governing content, construction factor database is established, is then built on the basis of construction factor database
The vertical BIM system with unified integration supervision；
Step 2: Virtual Building construction module is established based on BIM system, then by each element in construction factor database
Virtual Building construction is carried out in Virtual Building construction module, obtains Virtual Building construction results；
Step 3: threshold value is arranged according to construction governing content in setting threshold value, and the threshold value includes normal range (NR), abnormal model
It encloses and exception upgrades range；
Step 4: Virtual Building construction results obtained in step 2 are compared with construction factor database, are obtained
Difference, then difference and threshold value are compared, obtain comparing result label；
Step 5: carrying out corresponding mark in Virtual Building construction module for comparing result label obtained in above-mentioned steps four,
Construction supervision figure is formed, and the construction is supervised into figure output into report；
Step 6: seeking ways to return sb.'s kindness announcements according to the construction of output supervision, in construction site with the modified comparing result of needs
It is modified at the correspondence problem position of label for labelling point, and by the revised information update of construction site to Virtual Building
In module of constructing, new comparing result label is generated；
Step 7: will be raw in the Virtual Building construction results in step 2, the comparing result label in step 4 and step 6
The comparing result label of Cheng Xin is stored to the memory block of BIM system, is formed and is had access to data with log form；
Step 8: building foundation structure, on the massif basement rock in massif region to be built a house, clears up massif surface decayed rock, after
Drilling forms bored concrete pile bottom stake holes, construction lofting, hoisting prefabricated column, the grouting of column bottom non-shrink mortar；
Step 9: retaining wall slope protection construction is piled up to form outside on the outside of massif underfooting using objective case net made of large rock mass
Metope, paving fills out rubble between external metope and massif, the pre-buried water-permeable pipe for draining in rubble, when rubble paving is filled out on earth
When at portion's stake holes, steel pile casting is installed in the stake holes of bottom；
Step 10: continuing to pile up external metope and rubble filling, when being filled at steel pile casting upper port rubble, on it plus
One section steel pile casting, until retaining wall slope protection reaches room and builds designed elevation；
Step 11: bored concrete pile pours, and pours bored concrete pile in the stake holes that steel pile casting is formed, and after pouring, extracts steel pile casting；
Step 12: after bored concrete pile solidification, the cushion cap built for room is built in grout pile top casting, that is, completes to be suitable for mountain area room
The foundation structure construction built；
Step 13: lifting primary and secondary beam lifts floor superimposed sheet, the binding of floor plates upper layer plate-rib, and plate face is piped, and to floor
Concreting；
Step 14: hoisting prefabricated Side fascia.
2. the room construction method suitable for mountain area mounted inside type villa according to claim 1 based on BIM, feature exist
In: in the step 8, foundation structure includes retaining wall slope protection and multiple bored concrete piles in retaining wall slope protection, the earth-retaining
The external metope of wall slope protection is piled up using objective case net made of large rock mass, and place mat filling is broken between external metope and massif
Stone, and the pre-buried water-permeable pipe for draining in rubble, bored concrete pile bottom load is on massif basement rock, multiple bored concrete piles
The cushion cap that top setting is built for room.
3. the room construction method suitable for mountain area mounted inside type villa according to claim 2 based on BIM, feature exist
In: in the step 8, the external metope of retaining wall slope protection often puzzles one layer using the layering tiling method construction of ladder contraction type
External metope, paving fills out one layer of rubble between external metope and massif, and grid geotextiles are laid at the top of metalling, and each layer is broken
Water-permeable pipe of the pre-buried row for draining in stone.
4. the room construction method suitable for mountain area mounted inside type villa according to claim 3 based on BIM, feature exist
In: in the step 8, the process of hoisting prefabricated column is specifically included:
(1) position and the elevation for checking prefabricated post continued access lower layer reinforcing bar, lower concrete face is cleaned out；
(2) column cap reinforcing bar verticality is corrected；
(3) prefabricated post elevation is measured, is leveled up by bottom with steel disc, the locking of diagonal brace fixing seat；
(4) the beam bit line of prefabricated post column cap is drawn；
(5) lifting and installation prefabricated post, fixed diagonal brace simultaneously lock diagonal brace screw；
(6) the crane hook pine hook of prefabricated post column cap adjusts the verticality of prefabricated post, carries out the installation of next prefabricated post.
5. the room construction method suitable for mountain area mounted inside type villa according to claim 4 based on BIM, feature exist
In: in step 8, when the pile hole construction of bottom, drilling to rock supporting course.
6. the room construction method suitable for mountain area mounted inside type villa according to claim 5 based on BIM, feature exist
In: in the step 11, it is connected between the steel pile casting by connection buckle, the water-permeable pipe is plastics water-permeable pipe；Bored concrete pile
It pours according to the following steps:
(1) wiretie cage transfers steel reinforcement cage to steel pile casting；
(2) tremie of casting concrete is transferred to steel pile casting；
(3) by tremie to steel pile casting inside formed space pour, in casting process, is extracted when pouring steel pile casting with
Tremie, until pouring full concrete in the space that raw steel casing is formed, while concrete also penetrates into casting process
In periphery rubble seam, bored concrete pile forms stable piling strtucture with rubble around it after solidification, that is, completes pouring for bored concrete pile.
7. the room construction method suitable for mountain area mounted inside type villa according to claim 6 based on BIM, feature exist
In: in the step 11, in bored concrete pile casting process, tremie and steel pile casting be in always concrete liquid level with
Under, until at being poured at the top of bored concrete pile absolute altitude, and steel pile casting should keep synchronous upward extraction with tremie.
8. the room construction method suitable for mountain area mounted inside type villa according to claim 7 based on BIM, feature exist
In: in the step 13, support frame is arranged according to design position and spacing before lifting, girder is hung on column before loose hook
Support frame is screwed in time, adjusts girder column cap decorating position and girder central portion elevation, girder lifts secondary beam after all installing,
Secondary beam is carried on a shoulder pole grillage by ox and is located in the shear tenon of girder, and seam crossing uses high strength structure mortar injection.
9. the room construction method suitable for mountain area mounted inside type villa according to claim 8 based on BIM, feature exist
In: in the step 2, Virtual Building construction module is first established based on BIM system, is then set in Virtual Building construction module
Multiple virtual supervision points and the whole coordinate diagram of Virtual Building construction are set, it is whole that multiple virtual supervision points are mapped to Virtual Building construction
In body coordinate diagram, then each element in construction factor database is applied in the Virtual Building with multiple virtual supervision points
Virtual Building construction is carried out in carefully and neatly done body coordinate diagram, obtains Virtual Building construction results.
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| CN112381675A (en) * | 2020-11-23 | 2021-02-19 | 浙江宝龙建设有限公司 | BIM-based real estate construction project construction method |
| CN112417566A (en) * | 2020-11-23 | 2021-02-26 | 温岭市第一建筑工程有限公司 | BIM-based house construction unified integration supervision method |
| CN114386132A (en) * | 2020-10-19 | 2022-04-22 | 广州尚逸装饰设计有限公司 | High-grade villa interior decoration design system and method |
| CN116402640A (en) * | 2023-06-08 | 2023-07-07 | 广东华厦工程顾问有限公司 | BIM-based intelligent analysis and management system for house construction information |
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| CN114386132A (en) * | 2020-10-19 | 2022-04-22 | 广州尚逸装饰设计有限公司 | High-grade villa interior decoration design system and method |
| CN112381675A (en) * | 2020-11-23 | 2021-02-19 | 浙江宝龙建设有限公司 | BIM-based real estate construction project construction method |
| CN112417566A (en) * | 2020-11-23 | 2021-02-26 | 温岭市第一建筑工程有限公司 | BIM-based house construction unified integration supervision method |
| CN116402640A (en) * | 2023-06-08 | 2023-07-07 | 广东华厦工程顾问有限公司 | BIM-based intelligent analysis and management system for house construction information |
| CN116402640B (en) * | 2023-06-08 | 2023-08-11 | 广东华厦工程顾问有限公司 | BIM-based intelligent analysis and management system for house construction information |
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Application publication date: 20190927 |