CN112329105A - Optimized construction method of aluminum mould and modular attached scaffold based on BIM technology - Google Patents
Optimized construction method of aluminum mould and modular attached scaffold based on BIM technology Download PDFInfo
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- 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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- G06—COMPUTING; CALCULATING OR COUNTING
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Abstract
The invention discloses an optimized construction method of an aluminum mould and a modular attached scaffold based on a BIM technology, which comprises the steps of establishing a combined aluminum alloy template system and a modular attached lifting scaffold BIM model, optimizing the position of a guide rail support of the modular attached lifting scaffold, the size of a frame body walkway plate and the overall model arrangement through collision check and roaming patrol, installing the support at the attachment part of the guide rail after the support at the attachment part of the guide rail is integrally disassembled by a combined aluminum alloy template K plate and the middle part of the optimized K plate is disassembled, and providing an alternate construction process flow of the aluminum alloy template system and the modular attached lifting scaffold; visual bottom crossing is carried out, accurate pre-embedding of a pre-embedded sleeve is realized, collision between an aluminum alloy template back ridge and a modular attached lifting scaffold guide rail support is avoided, and the operation interval between the modular attached lifting scaffold and the aluminum alloy template back ridge is ensured to be 350 mm.
Description
Technical Field
The invention relates to the field of building construction, in particular to an optimized construction method of an aluminum mould and a modular attached scaffold based on a BIM technology.
Background
Along with the gradual improvement of the requirements of construction engineering quality, construction safety and ecological environment, the aluminum alloy template technology and the attached lifting scaffold technology are listed in 10 new technologies (2017 edition) in the construction industry and are widely applied by the engineering construction industry, the characteristics and the advantages of the aluminum alloy template technology and the attached lifting scaffold technology are fully exerted, the impression quality and the accuracy rate of the geometric section size of the concrete are improved, and the safety of operators in the construction process is ensured. The aluminum alloy template and the attached lifting scaffold are jointly applied to the construction of the main body structure, so that the advantages of the aluminum alloy template and the attached lifting scaffold are better exerted, the engineering progress is accelerated, the engineering quality is ensured, and the safety accidents are avoided. However, the combined application of the new technology cannot avoid new problems, the high-rise housing has many vertical faces, the change of the plane geometric shape is large, the parts of the outer wall corner column, the bay window and the like are protruded, when the aluminum alloy template and the modular attached lifting scaffold are used together, the phenomena of collision of a guide rail, a chain block and an aluminum alloy template back edge, insufficient operation space and the like can occur, the engineering progress is influenced, and the construction difficulty is caused.
Meanwhile, during the past engineering construction, when the modularized attached lifting scaffold is installed, the enough line width and the heat preservation thickness are not considered, and the lines and the heat preservation are easily damaged in the lifting process of the modularized attached lifting scaffold. The aluminum alloy template matching and modular attached lifting scaffold erecting score belong to different professional construction units, a general contract unit is not subjected to detailed coordination confirmation before entering a field, the modular attached lifting scaffold is a modular standard section with different moduli, in a scheme compiling stage, the whole arrangement is improper, the optimization design is improper, the collision of a guide rail, a chain block and a column aluminum alloy template dorsal bar can be caused, the operation space of the guide rail and the dorsal bar is narrow, the protruding part of the dorsal bar is welded and cut and is subjected to concave turning treatment, and when the guide rail is far away from an attachment point, a heightening pad needs to be additionally arranged.
Disclosure of Invention
In order to solve the problems, the invention provides an optimized construction method of an aluminum mould and an attached scaffold based on a BIM technology, which comprises the steps of establishing a combined aluminum alloy template system and a modularized attached lifting scaffold BIM model, carrying out collision inspection and roaming inspection, optimizing the position of a guide rail support of the modularized attached lifting scaffold, the size of a frame body walkway plate and the arrangement of an integral model, dividing a combined aluminum alloy template K plate at the mounting position of the modularized attached scaffold support into a partially detachable type in advance from the integral type, optimizing a corner back ridge of a protruding part of an outer wall column of the combined aluminum alloy template into a concave corner from a convex corner, and innovating an aluminum alloy template system and a modularized attached lifting scaffold inserting construction method; visual bottom crossing is carried out, accurate pre-burying of pre-buried sleeve is realized, collision between the aluminum alloy template back of the body ridge and the modular attached lifting scaffold guide rail support is avoided, and the operation interval between the modular attached lifting scaffold and the aluminum alloy template back of the body ridge is 250 mm.
In order to achieve the purpose, the invention adopts the technical scheme that:
the optimized construction method of the aluminum mould and the attached scaffold based on the BIM technology comprises the following steps:
s1, familiarizing with construction drawings, and determining the origin of the axle network of the standard layer
S2, creating an aluminum alloy template system model and a modular attached lifting scaffold BIM model;
an aluminum alloy template system model is established by adopting Revit + magic calculation, and the erection condition of an aluminum alloy template system at special parts such as the back edge height of an aluminum alloy template of an outer wall, the extension length of a through-wall screw, a bay window and the like needs to be considered; when a BIM (building information modeling) model of the modular attached lifting scaffold is created, the positions and thicknesses of attachment points of a guide rail and an electric hoist, the distance from a structural column and the number of the attachment points need to be considered; the modulus of the scaffold is adjusted to be reasonable in arrangement, the modular attached lifting scaffold and the aluminum alloy template have no collision point, and the distance between the attached guide rail and the chain block is 250mm away from the back edge.
S3, aluminum alloy template and optimal design of modular attached lifting scaffold
Through collision inspection and roaming patrol, optimize the position of modularization inserted lift scaffold guide rail support and support body pavement board size and whole model and arrange, realize cutting apart in advance and processing of guide rail support adhesion department combination aluminum alloy template K board, it is specific, including following step:
(1) through collision check and roaming functions, namely, the aluminum alloy template model is opened by using Autodesk revit2019 software, the modular attached lifting scaffold model is automatically linked into the aluminum alloy template model, the alignment of an original point and other axis nets is ensured, the output is nwc format, the collision points of the aluminum alloy template and the modular attached lifting scaffold are checked by using Navisvarks 2019 collision detection function, the positions of a guide rail, an attached support and a modular attached lifting scaffold walkway plate are further optimally designed and adjusted, the guide rail of the modular attached lifting scaffold is 350mm away from the outer wall surface, the combined modulus of the modular attached lifting scaffold walkway plate is reasonably adjusted according to floor plane layout and site conditions, the distance between the guide rails is adjusted, and visual bottom crossing is carried out;
(2) in order to avoid affecting the early form removal of other parts of the beam, in the deepening design stage of the aluminum alloy template and the modular attached lifting scaffold, a K plate in a 300mm multiplied by 450mm area at the support is divided into two detachable types (100 mm multiplied by 500mm and 200mm multiplied by 500 mm) in advance according to the size of the support of the modular attached lifting scaffold;
s4 penetration construction of aluminum alloy template system and modular attached lifting scaffold
(1) Operation platform erection
After the operation platform is erected on the modular attached scaffold, reinforcing measures are needed, the platform is unloaded and reinforced at the top of the platform according to a group of horizontal pull rods and inclined rods every 3m, and a frame body is installed from a standard layer;
(2) accurate reservation of attachment bolt hole of modular attached lifting scaffold
According to the splicing boundary and the structural size of the aluminum alloy template plate, the embedded sleeves are uniformly buried at a position 260mm away from the beam bottom, so that the conflict is avoided, the construction speed is accelerated, and the purposes of process optimization and great improvement of the forming quality are realized on the basis that the cost is not greatly changed; when the reinforcing steel bars are bound on the structural beam, four PVC pipes with the diameter of 50mm are pre-embedded in advance, two PVC pipes are used for mounting the support, the other PVC pipes are used for mounting the lifting points, and the two ends of the PVC pipes are sealed and fixed firmly;
(3) modular attached type lifting scaffold support attachment aluminum alloy template K plate plan
In order to reduce the influence of frame body adhesion on the aluminum alloy K plate, the K plate at the support is divided into two detachable types (100 mm multiplied by 500mm and 200mm multiplied by 500 mm) in advance from an integral type according to the size of the support of the modularized attached lifting scaffold on site, so that the aluminum alloy K plate at the support is guaranteed not to be detached from the surrounding aluminum alloy K plate;
(4) modularization inserted lift scaffold guide rail and support installation
On the basis of an optimized design model of an aluminum alloy template and a modular attached lifting scaffold based on a BIM technology, guide rail attachment holes are reserved at a shear wall and a beam part, after the wall template and the beam template are disassembled and the strength of a concrete structure at a supporting part reaches above C20, the modular attached lifting scaffold assembled on site is hoisted, and a guide rail and a support of the modular attached lifting scaffold are installed;
(5) on-site processing diagram of special parts of guide rail, structural column, bay window and the like
The modularized attached lifting scaffold is definitely 350mm away from the outermost line, and only the building contour line is considered; if damage is caused in the construction process, adjusting the position of the machine to avoid the damage to the lines; when the frame body machine position is typeset and designed, the distance between the frame body machine position and the outer surface of the building is kept to 350mm, so that the aluminum alloy template is convenient to install and detach, the full sealing of the frame body is facilitated, and the safety is improved.
Above-mentioned scheme has following beneficial effect:
1) the method not only meets the actual engineering requirements, optimizes the position of a guide rail support of the modular attached lifting scaffold, the size of a frame body walkway plate and the overall model arrangement, solves the important problems of collision conflict between the aluminum alloy template and the modular attached lifting scaffold, narrow operation interval, virtual pre-assembly, visual bottom-crossing, accurate pre-embedding of a pre-embedded sleeve, overall removal of a K plate and the like, but also realizes the plastering-free wall body, saves wood and protects the environment; accidents such as fire-fighting potential safety hazards, falling objects and the like are reduced; quickening the construction progress and saving the cost by more than 11 ten thousand yuan.
Compared with the prior art, the cost saved by using the method is calculated as follows:
(1) improve the installation efficacy of the aluminum mold and the climbing frame and save labor cost
The aluminum alloy template has 25 layers, the building layer is 2.9m high, the application area is 8.2 square meters, the number of technical workers and common workers per layer of operation counts 14, the GSCC-02A type modular attached lifting scaffold has 22 layers, the application area is 1.9 square meters, and special operators need 10 workers; the aluminum mould and the attached lifting scaffold are not optimally designed, so that the machine position of the scaffold is collided with the structural column, the installation speed of the aluminum alloy template is influenced, and the first-layer installation period is 10 days; the first-layer mounting speed of the climbing frame is 12 days; after the deepening design, the first-layer installation period of the aluminum alloy template is 7 days, and the mounting speed of the climbing frame is 8 days.
Labor cost is saved in the installation of the first layer of aluminum alloy: the technical worker can save the labor cost by 500 yuan/day per person, 3 multiplied by 7 multiplied by 500=10500 yuan, the general worker can save the labor cost by 3 multiplied by 7 multiplied by 300=6300 yuan, and the small labor cost is calculated as follows: 16800 Yuan.
The labor cost is saved in the first-layer installation of the climbing frame: the special labor seeds are calculated every day by 500 yuan, and the labor cost is saved by 6 multiplied by 10 multiplied by 500=30000 yuan; the labor cost is saved to promotion climbing frame deformation adjustment efficiency, and follow-up climbing frame promotes 7 times, shortens 1 day at every turn, reduces promptly with merit day 1 x 7 x 10=70 workdays, and every workday is according to 500 yuan, reduces expense 70 x 500=35000 yuan, subtotal labor cost: 65000 yuan.
(2) Optimization material saving and labor cost of aluminum mould back edge and K plate
To combination aluminum alloy template outer wall post salient point position corner back of the body stupefied by "protruding" type corner optimization for "concave" type corner, practice thrift back of the body stupefied 5000 yuan, practice thrift 1000 yuan such as welding rod, reduce artifical 5 workdays, labour cost 500 x 5=2500 yuan, the subtotal expense: 8500 yuan.
The K plate at the support is divided into two detachable types (100 mm multiplied by 500mm and 200mm multiplied by 500 mm) in advance by the integral type, the integral dismantling of the K plate and the re-installation of the K plate are reduced by 6 workers, the labor cost is 500 multiplied by 6=3000 yuan, and the small cost is as follows: 3000 yuan.
Saving materials and labor cost: 11500 element.
(3) Cost of administration
And 3 staff wages of general contract management staff, aluminum mould subpackage units and climbing frame subpackage unit managers are saved by 18000 yuan.
The labor cost, the material cost and the management cost are saved: 81800+11500+18000=111300 yuan.
2) The method meets the requirement of green construction, has remarkable social benefit and has good popularization and application values. The GSCC-02A type modular attached lifting scaffold is evaluated by science and technology and industrial development centers of housing and urban and rural construction departments; meanwhile, 168 machine positions are applied to a plurality of high-rise residential projects such as a city and middle village reconstruction and arrangement project of the Toyoho village and a tree Laiya residential community project, and are commented by the owners and the society.
Drawings
Fig. 1 is a flowchart of an optimized construction method of an aluminum form and a modular attached scaffold based on a BIM technology in an embodiment of the present invention.
Detailed Description
The present invention will be described in detail with reference to specific examples. The following examples will assist those skilled in the art in further understanding the invention, but are not intended to limit the invention in any way. It should be noted that variations and modifications can be made by persons skilled in the art without departing from the spirit of the invention. All falling within the scope of the present invention.
As shown in fig. 1, an embodiment of the present invention provides an optimized construction method for an aluminum form and a modular attached scaffold based on a BIM technology, including the following steps:
s1, familiarizing with construction drawings, and determining the origin of the axle network of the standard layer
A graph axis network is arranged according to the standard floor level of the 1-1# project of the great wall jiayuyuan residential district, and the shaft/A axis is generally selected as a modeling origin.
S2, creating an aluminum alloy template system model and a modular attached lifting scaffold BIM model;
in the embodiment, an aluminum alloy template system model is established by Revit + magic calculation, and the erection condition of the aluminum alloy template system at special parts such as the back ridge height of the aluminum alloy template of the outer wall, the extension length of a through-wall screw, a bay window and the like is mainly considered; when a BIM (building information modeling) model of the modular attached lifting scaffold is created, the positions and thicknesses of attachment points of a guide rail and an electric hoist, the distance from the attachment points to a structural column and the number of the attachment points are considered; the modulus of the scaffold is adjusted to be reasonable, the modular attached lifting scaffold and the aluminum alloy template have no collision point, and the attached guide rail and the chain block are 250mm away from the back to meet the operation requirement.
S3, aluminum alloy template and optimal design of modular attached lifting scaffold
Through collision inspection and roaming patrol, optimize the position of modularization inserted lift scaffold guide rail support and support body pavement board size and whole model and arrange, realize cutting apart in advance and processing of guide rail support adhesion department combination aluminum alloy template K board, it is specific, including following step:
(1) through collision check and roaming functions, namely, the aluminum alloy template model is opened by using Autodesk revit2019 software, the modular attached lifting scaffold model is automatically linked into the aluminum alloy template model, the alignment of an original point and other axis nets is ensured, the output is nwc format, the collision points of the aluminum alloy template and the modular attached lifting scaffold are checked by using Navisvarks 2019 collision detection function, the positions of a guide rail, an attached support and a modular attached lifting scaffold walkway plate are further optimally designed and adjusted, the guide rail of the modular attached lifting scaffold is 350mm away from the outer wall surface, the combined modulus of the modular attached lifting scaffold walkway plate is reasonably adjusted according to floor plane layout and site conditions, the distance between the guide rails is adjusted, and visual bottom crossing is carried out;
(2) the frame body part machine position of the modularized attached type lifting scaffold is arranged on a structural beam, in order to ensure that at least two supports are attached to each guide rail, an aluminum alloy template plate K plate at the structural beam needs to be removed in advance, in order to not influence other parts of the beam to be removed in a too early mode, in the deepening design stage of the aluminum alloy template and the modularized attached type lifting scaffold, the K plate in the area of 300mm multiplied by 500mm at the support position is divided in advance into two detachable types (100 mm multiplied by 500mm, 200mm multiplied by 500 mm) according to the size of the support of the modularized attached type lifting scaffold;
s4 penetration construction of aluminum alloy template system and modular attached lifting scaffold
(1) Operation platform erection
After the operation platform is erected on the modular attached scaffold, reinforcing measures are needed, the platform is unloaded and reinforced at the top of the platform according to a group of horizontal pull rods and inclined rods every 3m, and a frame body is installed from a standard layer;
(2) accurate reservation of attachment bolt hole of modular attached lifting scaffold
Aiming at the problem of conflict between construction embedded sleeves and form removal time of the engineering aluminum alloy template and the modular attached lifting scaffold, the positions of the embedded sleeves are unified on site, the embedded sleeves are uniformly embedded at the positions 260mm away from the beam bottom according to the splicing boundary and the structural size of the aluminum alloy template plate, the conflict is avoided, the construction speed is accelerated, and the purposes of process optimization and great improvement of forming quality are realized on the basis that the cost is not greatly changed; when the reinforcing steel bars are bound on the structural beam, four PVC pipes with the diameter of 50mm are pre-embedded in advance, two PVC pipes are used for mounting the support, the other PVC pipes are used for mounting the lifting points, and the two ends of the PVC pipes are sealed and fixed firmly;
(3) modular attached type lifting scaffold support attachment aluminum alloy template K plate plan
When the on-site modularized attached lifting scaffold is integrally lifted, the attachment of the modularized attached lifting scaffold body is influenced because the main body aluminum alloy template K plate is not removed, and the phenomenon that the integral aluminum alloy K plate is removed because the concrete strength of the supporting part does not meet the bearing capacity requirement exists; in order to reduce the influence of frame body adhesion on the aluminum alloy K plate, the aluminum alloy K plate is segmented on site according to the size of a support of the modular adhesion type lifting scaffold, so that local part can be removed in advance, and the aluminum alloy K plate at the support is guaranteed not to be removed without influencing the removal of the surrounding aluminum alloy K plate;
(4) modularization inserted lift scaffold guide rail and support installation
On the basis of an optimized design model of an aluminum alloy template and a modular attached lifting scaffold based on a BIM technology, guide rail attachment holes are reserved at a shear wall and a beam part, after the wall template and the beam template are removed, when the strength of a concrete structure at a supporting part reaches C20, the modular attached lifting scaffold assembled on site is hoisted, the middle part of a K plate is removed by 200mm multiplied by 500mm, and a modular attached lifting scaffold guide rail and a support are installed;
(5) on-site processing diagram of special parts of guide rail, structural column, bay window and the like
The modularized attached lifting scaffold is definitely 350mm away from the outermost line, and only the building contour line is considered; if damage is caused in the construction process, adjusting the position of the machine to avoid the damage to the lines; when the frame body machine position is typeset and designed, the distance between the frame body machine position and the outer surface of a building is kept about 350mm, so that the aluminum alloy template is convenient to install and detach, the full sealing of the frame body is facilitated, and the safety is improved.
The foregoing description of specific embodiments of the present invention has been presented. It is to be understood that the present invention is not limited to the specific embodiments described above, and that various changes or modifications may be made by one skilled in the art within the scope of the appended claims without departing from the spirit of the invention. The embodiments and features of the embodiments of the present application may be combined with each other arbitrarily without conflict.
Claims (1)
1. The optimized construction method of the aluminum mould and the modularized attached scaffold based on the BIM technology is characterized in that: the method comprises the following steps:
s1, familiarizing with construction drawings, and determining the origin of the axle network of the standard layer
S2, creating aluminum alloy formwork system model and modular attached lifting scaffold BIM model
An aluminum alloy template system model is established by adopting Revit + magic calculation, and the erection condition of an aluminum alloy template system at special parts such as the back edge height of an aluminum alloy template of an outer wall, the extension length of a through-wall screw, a bay window and the like needs to be considered; when a BIM (building information modeling) model of the modular attached lifting scaffold is created, the positions and thicknesses of attachment points of a guide rail and an electric hoist, the distance from a structural column and the number of the attachment points need to be considered; the modulus of the scaffold is adjusted to be reasonable in arrangement, the modular attached lifting scaffold and the aluminum alloy template have no collision point, and the distance between the attached guide rail and the chain block is 150mm from the back edge;
s3, aluminum alloy template and optimal design of modular attached lifting scaffold
Through collision inspection and roaming patrol, optimize the position of modularization inserted lift scaffold guide rail support and support body pavement board size and whole model and arrange, realize cutting apart in advance and processing of guide rail support adhesion department combination aluminum alloy template K board, it is specific, including following step:
(1) through collision check and roaming functions, namely, the aluminum alloy template model is opened by using Autodesk revit2019 software, the modular attached lifting scaffold model is automatically linked into the aluminum alloy template model, the alignment of an original point and other axis nets is ensured, the output is nwc format, the collision points of the aluminum alloy template and the modular attached lifting scaffold are checked by using Navisvarks 2019 collision detection function, the positions of a guide rail, an attached support and a modular attached lifting scaffold walkway plate are further optimally designed and adjusted, the guide rail of the modular attached lifting scaffold is 350mm away from the outer wall surface, the combined modulus of the modular attached lifting scaffold walkway plate is reasonably adjusted according to floor plane layout and site conditions, the distance between the guide rails is adjusted, and visual bottom crossing is carried out;
(2) in the deepening design stage of the aluminum alloy template and the modular attached lifting scaffold, according to the size of a support of the modular attached lifting scaffold, a K plate in a 300mm multiplied by 500mm area at the support is divided in advance into two detachable types (100 mm multiplied by 500mm and 200mm multiplied by 500 mm);
s4 penetration construction of aluminum alloy template system and modular attached lifting scaffold
(1) Operation platform erection
After the operation platform is erected on the modular attached scaffold, reinforcing measures are needed, the platform is unloaded and reinforced at the top of the platform according to a group of horizontal pull rods and inclined rods every 3m, and a frame body is installed from a standard layer;
(2) accurate reservation of attachment bolt hole of modular attached lifting scaffold
Uniformly burying embedded sleeves at a position 260mm away from the beam bottom according to the splicing boundary and the structural size of the aluminum alloy template plate, when a structural beam is bound with reinforcing steel bars, embedding four PVC pipes with the diameter of 50mm in advance, wherein two PVC pipes are used for mounting a support, the other two PVC pipes are used for mounting a lifting point, and the two ends of the PVC pipes are sealed and fixed firmly;
(3) modular attached type lifting scaffold support attachment aluminum alloy template K plate plan
The aluminum alloy K plate is segmented on site according to the size of the support of the modular attached lifting scaffold, so that local parts can be removed in advance, and the aluminum alloy K plate at the support is guaranteed not to be removed without influencing the removal of the surrounding aluminum alloy K plate;
(4) modularization inserted lift scaffold guide rail and support installation
On the basis of an optimized design model of an aluminum alloy template and a modular attached lifting scaffold based on a BIM technology, guide rail attachment holes are reserved at a shear wall and a beam part, after the wall template and the beam template are disassembled, when the strength of a concrete structure at a supporting part meets the requirement of bearing capacity, the modular attached lifting scaffold assembled on site is hoisted, and a guide rail and a support of the modular attached lifting scaffold are installed;
(5) on-site processing diagram of special parts of guide rail, structural column, bay window and the like
The modularized attached lifting scaffold is definitely 350mm away from the outermost line, and if damage is caused in the construction process, the machine position is adjusted to avoid the damage to the line; when the frame body machine positions are typeset and designed, the distance between the frame body machine positions and the outer surface of a building is kept 350 mm.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356561A (en) * | 2021-07-21 | 2021-09-07 | 中国十七冶集团有限公司 | Wall-attached support of attached lifting scaffold and wall-attached rod mounting method |
| CN113609544A (en) * | 2021-03-26 | 2021-11-05 | 中铁十一局集团电务工程有限公司 | Hole reservation method and system based on BIM technology |
| CN113668845A (en) * | 2021-08-23 | 2021-11-19 | 厦门卓毅建筑工程有限公司 | Back ridge connecting structure used between building outer wall corner and protruding part |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105956257A (en) * | 2016-04-28 | 2016-09-21 | 上海宝冶集团有限公司 | BIM-based aluminum alloy template deep design method |
| CN108252519A (en) * | 2018-03-14 | 2018-07-06 | 中铁八局集团第四工程有限公司 | A kind of construction method of the house construction engineering template construction technique model based on BIM |
| CN108319755A (en) * | 2017-12-29 | 2018-07-24 | 黑龙江大学 | A kind of overall process optimization method of Super High hydraulic climbing formwork scaffold construction |
| JP2019075028A (en) * | 2017-10-19 | 2019-05-16 | 株式会社杉孝 | Design/integration supporting system of temporary scaffold and design/integration method |
| CN109829214A (en) * | 2019-01-21 | 2019-05-31 | 广东星层建筑科技股份有限公司 | A kind of attached lifting scaffold Intelligentized design method based on BIM |
| CN110206293A (en) * | 2019-06-04 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of construction method of the form bracing system based on BIM technology |
-
2020
- 2020-11-05 CN CN202011224236.5A patent/CN112329105B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105956257A (en) * | 2016-04-28 | 2016-09-21 | 上海宝冶集团有限公司 | BIM-based aluminum alloy template deep design method |
| JP2019075028A (en) * | 2017-10-19 | 2019-05-16 | 株式会社杉孝 | Design/integration supporting system of temporary scaffold and design/integration method |
| CN108319755A (en) * | 2017-12-29 | 2018-07-24 | 黑龙江大学 | A kind of overall process optimization method of Super High hydraulic climbing formwork scaffold construction |
| CN108252519A (en) * | 2018-03-14 | 2018-07-06 | 中铁八局集团第四工程有限公司 | A kind of construction method of the house construction engineering template construction technique model based on BIM |
| CN109829214A (en) * | 2019-01-21 | 2019-05-31 | 广东星层建筑科技股份有限公司 | A kind of attached lifting scaffold Intelligentized design method based on BIM |
| CN110206293A (en) * | 2019-06-04 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of construction method of the form bracing system based on BIM technology |
Non-Patent Citations (2)
| Title |
|---|
| KYUNGKI KIM 等: "BIM-Based Decision-Making Framework for Scaffolding Planning", 《JOURNAL OF MANAGEMENT IN ENGINEERING》 * |
| 石梦琪 等: "BIM 技术在超高层框架核心筒结构外用附着式升降脚手架施工中的应用", 《建筑科技》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113609544A (en) * | 2021-03-26 | 2021-11-05 | 中铁十一局集团电务工程有限公司 | Hole reservation method and system based on BIM technology |
| CN113356561A (en) * | 2021-07-21 | 2021-09-07 | 中国十七冶集团有限公司 | Wall-attached support of attached lifting scaffold and wall-attached rod mounting method |
| CN113356561B (en) * | 2021-07-21 | 2022-05-10 | 中国十七冶集团有限公司 | Wall-attached support of attached lifting scaffold and wall-attached rod mounting method |
| CN113668845A (en) * | 2021-08-23 | 2021-11-19 | 厦门卓毅建筑工程有限公司 | Back ridge connecting structure used between building outer wall corner and protruding part |
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| CN112329105B (en) | 2022-10-04 |
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