CN104712076A - Autoclaved sand aerated concrete block wall construction method based on BIM technique - Google Patents
Autoclaved sand aerated concrete block wall construction method based on BIM technique Download PDFInfo
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Abstract
The invention relates to an autoclaved sand aerated concrete block wall construction method based on the BIM technique. The method comprises the steps of acquiring data information required by wall construction according to a two-dimensional wall CAD building structural working drawing; conducting three-dimensional modeling on a wall by means of BIM molding software, inputting the data information into the three-dimensional model of the wall, and making autoclaved sand aerated concrete blocks serve as building blocks in the three-dimensional model of the wall; arranging the building blocks in the three-dimensional model of the wall, and conducting coding on the building blocks in different specifications; acquiring data information including the specifications and number of the building blocks, mortar joint thickness and door and window openings required by wall construction from the three-dimensional model of the wall; extracting and making a plan for various materials and a machining material list; purchasing the building blocks and having the building blocks in place; conducting building block processing; conducting wall construction. According to the method, wall building block arrangement is conducted by means of the BIM technique, building block arrangement precision and speed are high, building block consumption is reduced, and wall construction efficiency is improved.
Description
Technical field
The present invention relates to technical field of building construction, particularly relate to a kind of steam pressure sand aerated concrete block wall construction engineering method based on BIM technology.
Background technology
BIM technology (Building Information Modeling), is translated into BIM usually.As one of engineering construction industry new theory, BIM technology emphasizes the application of harmonious information in each stage of project life cycle, its most intuitively expression-form be exactly the three-dimensional building object model with project information.Three-dimensional building information model is no longer unalterable exhibit, and becomes an intelligentized information carrier, and along with the abundant of information and transmission, model will become core and the data basis of each stage embody rule of Whole Life Cycle of Projects.
Along with the progressively popularization of BIM technology in construction work, increasing designing unit, unit in charge of construction and owner have started to use technique, and it has become the development trend of Construction Industry Information.But in traditional construction walling technique, build D CAD building and structural working drawing that steam pressure sand aerated concrete block body of wall adopts designing institute to provide usually by laying bricks or stones, although two-dintension CAD drawing also can carry out building block row block, but cannot clearly the information data of body of wall be showed completely, particularly in the position such as constructional column, door and window hole, need to embed pre-buried concrete block, pre-buried tie bar, ironware etc., all need to use non-standard building block near above-mentioned structure node position.At present, building wall mainly empirically manually arranges brick, on-site cutting building block by having the bricklayer's master worker enriching construction experience.Artificial row's brick not only inefficiency, increases the impact cutting loss of building block, causes a large amount of to build discarded object by laying bricks or stones, and may there is row's brick error, and cause doing over again, schedule delays, increases engineering construction cost.
Summary of the invention
The present invention mainly solves in original steam pressure sand aerated concrete block wall construction process, mainly empirically manually arrange brick, on-site cutting building block by having the bricklayer's master worker enriching construction experience, artificial row's brick not only inefficiency, increase the impact cutting loss of building block, cause and a large amount of build discarded object by laying bricks or stones, and row's brick error may be there is, cause doing over again, schedule delays, increases the technical problem of engineering construction cost; A kind of steam pressure sand aerated concrete block wall construction engineering method based on BIM technology is provided, BIM technology is utilized to carry out three-dimensional modeling to steam pressure sand aerated concrete block body of wall, determine wall design and code pattern, construction worker only need build by laying bricks or stones according to body of wall threedimensional model row's blocks design and code pattern, row's block precision is high, speed fast, reduces building block loss, improves building wall efficiency, guarantee the duration, reduce engineering construction cost.
Above-mentioned technical problem of the present invention is mainly solved by following technical proposals: the steam pressure sand aerated concrete block wall construction engineering method that the present invention is based on BIM technology, comprises the steps:
1.. according to the body of wall D CAD building structure construction figure that designing institute provides, obtain the data message of the length of body of wall, width, thickness and constructional column, equipment box, door and window hole, tension rib position;
2.. utilize BIM modeling software to carry out three-dimensional modeling to described body of wall, by the data message of above-mentioned acquisition input body of wall threedimensional model, and the building block material in body of wall threedimensional model is composed for steam pressure sand aerated concrete block;
3.. in described body of wall threedimensional model, carry out row's blocks design to building block, arrange blocks design by building block, the building block on body of wall comprises standard block and non-standard building block, and encodes to the building block of different size respectively;
4.. the data message of the standard block needed from described body of wall obtaining three-dimensional model masonry panel and the specification of non-standard building block, quantity and gray seam thickness, door and window hole;
5.. according to row's blocks design and the code pattern of described body of wall threedimensional model, extract and formulate building block, the plan of shale brick and other materials and processing material list;
6.. buying building block, building block is marched into the arena;
7.. processing building block;
8.. masonry panel.
This engineering method utilizes BIM technology to carry out walling unit row blocks design, changes the traditional brick-building art of conventional body of wall by workman scene row's block, improves precision and the speed of concrete block masonry, reduce the spillage of material of building by laying bricks or stones, reduce cost, reach the object of energy-conserving and environment-protective.
As preferably, 5. described step is: in conjunction with the on-the-spot size of steam pressure sand aerated concrete block body of wall, row's blocks design of the body of wall threedimensional model described in correction and code pattern, according to row's blocks design and the code pattern of revised body of wall threedimensional model, extract and formulate each specification building block, the plan of shale brick and other materials and processing material list.By revising, improve row's block precision further.
As preferably, described step 6. in building block march into the arena into: building block plastic film packaging, prevents from being moistened by rain in transportation, will prevent collision, and reduce transhipment as far as possible in building block entrucking and process of unloading; Carry out retrial after materials arrival on request and apply for checking and examination, to marching into the arena, material carries out visual inspection, forbids to use substandard product; Will make somebody a mere figurehead bottom when building block is stacked and pave, the building block be soaked with rain must not go up wall immediately, and the moisture content of upper wall building block should be not more than 25%; Be transported to on-the-spot building block and should carry out sample testing, according to test result, row's blocks design of described body of wall threedimensional model and code pattern are finely tuned.The building block of guaranteeing to enter stock ground meets the requirement of masonry panel, guarantees wall quality.
As preferably, 7. described step is: before building block processing, carries out drawing to tell somebody what one's real intentions are and safety is told somebody what one's real intentions are to operating personnel; Building block, after the pre-drying shrinkage in stock ground, according to specification and the quantity of the non-standard building block in row's blocks design of body of wall threedimensional model and code pattern, is carried out cutting processing, and is stacked according to the coding specification of building block.Cutting building block should use portable facility or other plant equipment, forbids to adopt the building block of grey cutter impact cutting; AAC building block is cut into dry working system, forbids to cut after watering again, prevents building block from causing shrinkage cracking because of water suction.
As preferably, described step 8. in masonry panel comprise the steps:
A. before building by laying bricks or stones, release the major axis of building, and the position line of bullet good floor wall body axis, wall sideline, constructional column, remove lime-ash and the foreign material of totally building position floor by laying bricks or stones, and levelling with C20 concrete or 1: 3 cement mortar brushing; Foundation adopts C20 concreting to lead wall, and leading wall height is 150mm;
B. according to row's blocks design and the code pattern of described body of wall threedimensional model, accurately locate and arrange tension rib, guarantee tension rib is reliably bonding with concrete column, avoids the inaccuracy of tension rib setting position and causes any bending;
First horizon is drawn when c. building by laying bricks or stones, put the line of ink marker well, build by laying bricks or stones from the two ends of both sides, corner, house and per pass wall according to row's blocks design of described body of wall threedimensional model and code pattern, be paved with mortar under the first skin building block, same wall is all by of the same type, ad eundem concrete block masonry;
D., in two neighbouring skin masonries, the seam of two blockhouses should be built by laying bricks or stones by the fissure of displacement up and down;
E. body of wall gradation is built by laying bricks or stones, builds by laying bricks or stones continuously at every turn and is highly no more than 1.5m; After previous mortar final set of building by laying bricks or stones, then continue to build by laying bricks or stones; Day builds by laying bricks or stones and is highly not more than 1.8m, building wall to close at the bottom of beam or at the bottom of plate time, stay the space of 150mm, until masonry shrink stable after mend block again, at least block is mended after 10 days again in interval, mends to build to adopt shale brick tiltedly to build jam-packed, and the gradient of shale brick is 60 °;
F. spreading slurry should be even, smooth, with paving with pendulum; Building block is once ajusted, or leveling before mortar loses plasticity;
G. building block deadweight is comparatively light, and easily with the cementing insufficient of mortar and produce crack, therefore when stopping building, the top one skin masonry bears down on one with a skin float block, within second day, is taken away by float block when continuing to build by laying bricks or stones again;
H. the corner of masonry and junction should be built by laying bricks or stones simultaneously, and to can not to build by laying bricks or stones and must the interim discontinuities of indwelling simultaneously, should be built into oblique raft, oblique raft horizontal projection should not be less than 2/3 of masonry height; When connecing raft, first should clear up basal plane, connect block with the building block of same material;
I. mortar joint requires smooth vertical and horizontal, and mortar joint mortar should be full, and with block with jointing, mortar joint full degree of mortar at bed joint is not less than 80%, and mortar joint mortar thickness must not be greater than 10mm;
J. according to row's blocks design and the code pattern of described body of wall threedimensional model, accurately embed concrete embedded piece in door and window hole both sides, and accurately locate building block position in " L ", " T ", " ten " font joint, realize building block and fully sting block;
K. after building wall completes, must brushing watertight interface agent immediately, prevent blockwork to be moistened by rain.
The invention has the beneficial effects as follows: utilize BIM technology to carry out three-dimensional modeling to steam pressure sand aerated concrete block body of wall, determine wall design and code pattern, construction worker only need build by laying bricks or stones according to body of wall threedimensional model row's blocks design and code pattern, row's block precision is high, speed is fast, reduce building block loss, improve building wall efficiency, guarantee the duration, reduce engineering construction cost.Body of wall mainly build operation and loam brick, shale brick by laying bricks or stones roughly the same, technological operation is simple, and use traditional material and utensil, cheap, reliable durable, can not to environment.
Accompanying drawing explanation
Fig. 1 is a kind of body of wall threedimensional model row block figure of steam pressure sand aerated concrete block body of wall in the present invention.
Fig. 2 is the main TV structure schematic diagram of one of steam pressure sand aerated concrete block body of wall in the present invention.
1. standard block in figure, 2. non-standard building block, 3. concrete column, 4. concrete flanging leads wall, 5. tension rib, 6. concrete beam, 7. shale brick, 8. window hole, 9. window sill.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, technical scheme of the present invention is described in further detail.
Embodiment: the steam pressure sand aerated concrete block wall construction engineering method based on BIM technology of the present embodiment, the steam pressure sand aerated concrete block body of wall built by laying bricks or stones is built by laying bricks or stones by steam pressure sand aerated concrete block and is formed, as Fig. 1, shown in Fig. 2, steam pressure sand aerated concrete block comprises standard block 1 and non-standard building block 2, building wall is between the concrete column 3 of the left and right sides, a skin concrete flanging is had to lead wall 4 bottom body of wall, lead on wall at concrete flanging and build a skin skin masonry by laying bricks or stones with steam pressure sand aerated concrete block successively, the building block criteria of right and wrong building block at the two ends of general every skin masonry, middle building block is standard block, the building block seam of odd number skin masonry and even number skin masonry is crisscross arranged.In concrete column 3, compartment of terrain is embedded with many tension ribs 5 from top to bottom, and just in time build two skin masonries by laying bricks or stones between two neighbouring tension ribs, tension rib one end is stretched in concrete column, and the other end stretches in steam pressure sand aerated concrete block body of wall.Between the top one skin masonry and concrete beam 6, build shale brick 7 masonry of a skin oblique top by laying bricks or stones, window hole 8 pushes up concrete beam 6, under it, be placed with window sill 9.
Based on the steam pressure sand aerated concrete block wall construction engineering method of BIM technology, comprise the steps:
1.. according to the body of wall D CAD building structure construction figure that designing institute provides, obtain the data message of the length of body of wall, width, thickness and concrete column 3, equipment box, door and window hole, tension rib 5 position;
2.. utilize BIM modeling software Revit to carry out three-dimensional modeling to body of wall, by the data message of above-mentioned acquisition input body of wall threedimensional model, and the building block material in body of wall threedimensional model is composed for steam pressure sand aerated concrete block;
3.. in body of wall threedimensional model, carry out row's blocks design to building block, arrange blocks design by building block, the building block on body of wall comprises standard block 1 and non-standard building block 2, and encodes to the building block of different size respectively; The strength grade of the steam pressure sand aerated concrete block used is A5.0, density rating is B06, standard block is of a size of 600mm (length) × 250mm (height) × 240mm (thick), and supporting shale brick is of a size of 175mm × 115mm × 53mm;
4.. the data message of the standard block 1 needed from body of wall obtaining three-dimensional model masonry panel and the specification of non-standard building block 2, quantity and gray seam thickness, door and window hole;
5.. in conjunction with the on-the-spot size of steam pressure sand aerated concrete block body of wall, revise row's blocks design and the code pattern of body of wall threedimensional model, according to row's blocks design and the code pattern of revised body of wall threedimensional model, extract and formulate each specification building block, the plan of shale brick 7 and other materials and processing material list;
6.. buying building block: the qualified products selecting manufacturer production, size and intensity meet designing requirement; Building block is marched into the arena: building block plastic film packaging, prevents from being moistened by rain in transportation, will prevent collision, and reduce transhipment as far as possible in building block entrucking and process of unloading; Carry out retrial after materials arrival on request and apply for checking and examination, to marching into the arena, material carries out visual inspection, forbids to use substandard product; Will make somebody a mere figurehead bottom when building block is stacked and pave, the building block be soaked with rain must not go up wall immediately, and the moisture content of upper wall building block should be not more than 25%; Be transported to on-the-spot building block and should carry out sample testing, according to test result, row's blocks design of body of wall threedimensional model and code pattern are finely tuned;
7.. processing building block: apart from least 28 days production times, before building block processing, drawing should be carried out to operating personnel and tell somebody what one's real intentions are and tell somebody what one's real intentions are safely during concrete block masonry; Building block, after the pre-drying shrinkage in stock ground, according to specification and the quantity of the non-standard building block 2 in row's blocks design of body of wall threedimensional model and code pattern, is carried out cutting processing, and is stacked according to the coding specification of building block;
8.. premixing mortar: the polymer mortar adopting the acrylic emulsion of 1: 3 cement mortar+10%, or the polymer mortar of 801 building adhesives of employing 1: 3 cement mortar+15%; Mortar must meet designing requirement, the Admixtures such as the masonry mortar plasticizer mixed in mortar, early strength admixture, retarding agent, antifreezing agent or waterproof agent, and its kind and consumption Ying Jing have the detection unit assay of qualification and examination to join to determine; The mixing time of mortar should meet the requirements, and generally must not be less than 2 minutes, has when flyash and Admixture and must not be less than 3 minutes; The mortar of on-the-spot mixing should with mix with, the mortar of mixing should be finished using in 3 hours; When construction period, the highest temperature was more than 30 DEG C, should finish using in 2 hours;
9.. masonry panel:
A. before building by laying bricks or stones, release the major axis of building, and the position line of bullet good floor wall body axis, wall sideline, concrete column 3, remove lime-ash and the foreign material of totally building position floor by laying bricks or stones, and levelling with C20 concrete or 1: 3 cement mortar brushing; Foundation adopts C20 concreting concrete flanging to lead wall 4, and it is 150mm that concrete flanging leads wall height;
B. according to row's blocks design and the code pattern of body of wall threedimensional model, accurately locate and arrange tension rib 5, guarantee tension rib 5 is reliably bonding with concrete column 3, avoids the inaccuracy of tension rib 5 setting position and causes any bending;
First draw horizon when c. building by laying bricks or stones, put the line of ink marker well, build by laying bricks or stones from the two ends of both sides, corner, house and per pass wall according to row's blocks design of body of wall threedimensional model and code pattern, be paved with mortar under the first skin building block, same wall is all by of the same type, ad eundem concrete block masonry;
D., in two neighbouring skin masonries, the seam of two blockhouses should be built by laying bricks or stones by the fissure of displacement up and down;
E. body of wall gradation is built by laying bricks or stones, builds by laying bricks or stones continuously at every turn and is highly no more than 1.5m; After previous mortar final set of building by laying bricks or stones, then continue to build by laying bricks or stones; Day builds by laying bricks or stones and is highly not more than 1.8m, building wall to close at the bottom of concrete beam 6 beam or at the bottom of plate time, stay the space of 150mm, block is mended again after masonry contraction is stable, at least block is mended after 10 days again in interval, mends to build to adopt shale brick 7 tiltedly to build jam-packed, and the gradient of shale brick 7 is 60 °;
F. spreading slurry should be even, smooth, with paving with pendulum; Building block is once ajusted, or leveling before mortar loses plasticity;
G. building block deadweight is comparatively light, and easily with the cementing insufficient of mortar and produce crack, therefore when stopping building, the top one skin masonry bears down on one with a skin float block, within second day, is taken away by float block when continuing to build by laying bricks or stones again;
H. the corner of masonry and junction should be built by laying bricks or stones simultaneously, and to can not to build by laying bricks or stones and must the interim discontinuities of indwelling simultaneously, should be built into oblique raft, oblique raft horizontal projection should not be less than 2/3 of masonry height; When connecing raft, first should clear up basal plane, connect block with the building block of same material;
I. mortar joint requires smooth vertical and horizontal, and mortar joint mortar should be full, and with block with jointing, mortar joint full degree of mortar at bed joint is not less than 80%, and mortar joint mortar thickness must not be greater than 10mm;
J. according to row's blocks design and the code pattern of body of wall threedimensional model, accurately embed concrete embedded piece in door and window hole both sides, and accurately locate building block position in " L ", " T ", " ten " font joint, realize building block and fully sting block;
K. after building wall completes, must brushing watertight interface agent immediately, prevent blockwork to be moistened by rain;
9.. according to row's blocks design and the code pattern of body of wall threedimensional model, final acceptance of construction is carried out to steam pressure sand aerated concrete block body of wall, and drawing filing is preserved, for the follow-up finishing fluting of building, pipe laying, unwrapping wire provide reference.
Claims (5)
1., based on a steam pressure sand aerated concrete block wall construction engineering method for BIM technology, it is characterized in that comprising the steps:
1.. according to the body of wall D CAD building structure construction figure that designing institute provides, obtain the data message of the length of body of wall, width, thickness and constructional column, equipment box, door and window hole, tension rib position;
2.. utilize BIM modeling software to carry out three-dimensional modeling to described body of wall, by the data message of above-mentioned acquisition input body of wall threedimensional model, and the building block material in body of wall threedimensional model is composed for steam pressure sand aerated concrete block;
3.. in described body of wall threedimensional model, carry out row's blocks design to building block, arrange blocks design by building block, the building block on body of wall comprises standard block and non-standard building block, and encodes to the building block of different size respectively;
4.. the data message of the standard block needed from described body of wall obtaining three-dimensional model masonry panel and the specification of non-standard building block, quantity and gray seam thickness, door and window hole;
5.. according to row's blocks design and the code pattern of described body of wall threedimensional model, extract and formulate building block, the plan of shale brick and other materials and processing material list;
6.. buying building block, building block is marched into the arena;
7.. processing building block;
8.. masonry panel.
2. the steam pressure sand aerated concrete block wall construction engineering method based on BIM technology according to claim 1, it is characterized in that 5. described step is: in conjunction with the on-the-spot size of steam pressure sand aerated concrete block body of wall, row's blocks design of the body of wall threedimensional model described in correction and code pattern, according to row's blocks design and the code pattern of revised body of wall threedimensional model, extract and formulate each specification building block, the plan of shale brick and other materials and processing material list.
3. the steam pressure sand aerated concrete block wall construction engineering method based on BIM technology according to claim 1, the building block that it is characterized in that during described step is 6. marched into the arena as building block plastic film packaging, prevent from being moistened by rain in transportation, collision to be prevented in building block entrucking and process of unloading, and reduce transhipment as far as possible; Carry out retrial after materials arrival on request and apply for checking and examination, to marching into the arena, material carries out visual inspection, forbids to use substandard product; Will make somebody a mere figurehead bottom when building block is stacked and pave, the building block be soaked with rain must not go up wall immediately, and the moisture content of upper wall building block should be not more than 25%; Be transported to on-the-spot building block and should carry out sample testing, according to test result, row's blocks design of described body of wall threedimensional model and code pattern are finely tuned.
4. the steam pressure sand aerated concrete block wall construction engineering method based on BIM technology according to claim 1, is characterized in that 7. described step is: before building block processing, carries out drawing tell somebody what one's real intentions are and tell somebody what one's real intentions are safely operating personnel; Building block, after the pre-drying shrinkage in stock ground, according to specification and the quantity of the non-standard building block in row's blocks design of body of wall threedimensional model and code pattern, is carried out cutting processing, and is stacked according to the coding specification of building block.
5. the steam pressure sand aerated concrete block wall construction engineering method based on BIM technology according to claim 1 or 2 or 3 or 4, it is characterized in that described step 8. in masonry panel comprise the steps:
A. before building by laying bricks or stones, release the major axis of building, and the position line of bullet good floor wall body axis, wall sideline, constructional column, remove lime-ash and the foreign material of totally building position floor by laying bricks or stones, and levelling with C20 concrete or 1: 3 cement mortar brushing; Foundation adopts C20 concreting to lead wall, and leading wall height is 150mm;
B. according to row's blocks design and the code pattern of described body of wall threedimensional model, accurately locate and arrange tension rib, guarantee tension rib is reliably bonding with concrete column, avoids the inaccuracy of tension rib setting position and causes any bending;
First horizon is drawn when c. building by laying bricks or stones, put the line of ink marker well, build by laying bricks or stones from the two ends of both sides, corner, house and per pass wall according to row's blocks design of described body of wall threedimensional model and code pattern, be paved with mortar under the first skin building block, same wall is all by of the same type, ad eundem concrete block masonry;
D., in two neighbouring skin masonries, the seam of two blockhouses should be built by laying bricks or stones by the fissure of displacement up and down;
E. body of wall gradation is built by laying bricks or stones, builds by laying bricks or stones continuously at every turn and is highly no more than 1.5m; After previous mortar final set of building by laying bricks or stones, then continue to build by laying bricks or stones; Day builds by laying bricks or stones and is highly not more than 1.8m, building wall to close at the bottom of beam or at the bottom of plate time, stay the space of 150mm, until masonry shrink stable after mend block again, at least block is mended after 10 days again in interval, mends to build to adopt shale brick tiltedly to build jam-packed, and the gradient of shale brick is 60 °;
F. spreading slurry should be even, smooth, with paving with pendulum; Building block is once ajusted, or leveling before mortar loses plasticity;
G. building block deadweight is comparatively light, and easily with the cementing insufficient of mortar and produce crack, therefore when stopping building, the top one skin masonry bears down on one with a skin float block, within second day, is taken away by float block when continuing to build by laying bricks or stones again;
H. the corner of masonry and junction should be built by laying bricks or stones simultaneously, and to can not to build by laying bricks or stones and must the interim discontinuities of indwelling simultaneously, should be built into oblique raft, oblique raft horizontal projection should not be less than 2/3 of masonry height; When connecing raft, first should clear up basal plane, connect block with the building block of same material;
I. mortar joint requires smooth vertical and horizontal, and mortar joint mortar should be full, and with block with jointing, mortar joint full degree of mortar at bed joint is not less than 80%, and mortar joint mortar thickness must not be greater than 10mm;
J. according to row's blocks design and the code pattern of described body of wall threedimensional model, accurately embed concrete embedded piece in door and window hole both sides, and accurately locate building block position in " L ", " T ", " ten " font joint, realize building block and fully sting block;
K. after building wall completes, must brushing watertight interface agent immediately, prevent blockwork to be moistened by rain.
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| CN115828401A (en) * | 2023-02-07 | 2023-03-21 | 和能人居科技(天津)集团股份有限公司 | Decoration leveling construction method based on BIM |
| RU2804947C1 (en) * | 2023-03-10 | 2023-10-09 | Владимир Алексеевич Комбаров | Versatile set of small-sized building blocks for individual residential construction |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014170315A (en) * | 2013-03-01 | 2014-09-18 | Toshiba Elevator Co Ltd | Bim system, method and program |
| CN104314310A (en) * | 2014-10-23 | 2015-01-28 | 中建三局第一建设工程有限责任公司 | BIM (building information modeling)-based block standardized construction method |
-
2015
- 2015-02-06 CN CN201510063350.7A patent/CN104712076B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014170315A (en) * | 2013-03-01 | 2014-09-18 | Toshiba Elevator Co Ltd | Bim system, method and program |
| CN104314310A (en) * | 2014-10-23 | 2015-01-28 | 中建三局第一建设工程有限责任公司 | BIM (building information modeling)-based block standardized construction method |
Non-Patent Citations (1)
| Title |
|---|
| 何水清: "《实用新型建材施工技术百问》", 30 November 2009, 化学工业出版社 * |
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