CN112966325A - BIM-based prefabricated laminated slab seam mould hanging device processing method and system - Google Patents
BIM-based prefabricated laminated slab seam mould hanging device processing method and system Download PDFInfo
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- 238000007493 shaping process Methods 0.000 claims abstract description 9
- 238000000605 extraction Methods 0.000 claims abstract description 6
- 238000003754 machining Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 238000009415 formwork Methods 0.000 claims description 18
- 239000002131 composite material Substances 0.000 claims description 10
- 238000013075 data extraction Methods 0.000 claims description 6
- 239000011120 plywood Substances 0.000 claims description 6
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- 239000002699 waste material Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 4
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Abstract
The invention discloses a BIM-based processing method and a system for a prefabricated laminated slab seam mould hanging device, wherein the method comprises the following steps: classifying and displaying the prefabricated laminated slab and the laminated slab joint in each floor, and automatically generating the number of prefabricated laminated slab joint mold hanging devices needing shaping processing in each floor; reading the geometric data of the plate seam of the laminated slab; carrying out parametric modeling on a mould hanging device according to the read geometric data of the plate seam of the laminated slab; carrying out parametric extraction on processing data according to the parametric die hanging device to form a die hanging device processing data list; and carrying out setting processing on the die hanging device in advance by using the obtained processing data, and confirming the engineering quantity of materials. The invention relates to a parameterization device system which can be used for shaping and processing the whole plate seam mould hanging device by taking the width and the length of a laminated plate seam as reference references according to a BIM model. The machining efficiency can be effectively improved, the waste of materials and labor is reduced, and the purposes of saving the construction period and reducing the cost are achieved.
Description
Technical Field
The invention relates to full-automatic temperature detection of mass concrete, in particular to a BIM-based processing method and system for a prefabricated laminated slab seam mould hanging device.
Background
Contain a large amount of prefabricated components in the assembled structure, the node is very many between prefabricated component and the cast-in-place component, and the processing method is complicated and trivial, and wherein prefabricated superimposed sheet quantity, board seam node are the most. Because cast-in-place concrete slab joints with different sizes exist between adjacent prefabricated composite slabs, formwork supporting treatment needs to be carried out on the slab joints before slab joint concrete pouring, and the method relates to the characteristics of large building scale, large quantity of prefabricated components, complex working procedures and the like.
The conventional method for pouring the prefabricated composite slab seam formwork is to erect bent frames below slab seams and perform formwork plugging operation at the bottom of a composite slab. Firstly, the method needs to erect bent frames at the bottom of the plate for formwork erecting operation, and a large amount of bent frame supporting materials are inevitably used due to the existence of a large amount of prefabricated laminated slab seams in a large-scale assembly type integral frame structure, so that the material cost of a project is increased; secondly, corresponding labor is increased when the plate gap lower supporting bent frame is erected, so that the labor cost is increased; thirdly, building a mold sealing support bent frame below the plate seam requires material calculation processing and implementation operation after the hoisting of the laminated slab is completed, material processing cannot be performed in advance, and the progress of a construction period is influenced to a certain extent; fourthly, because of the board seam is more, and can't calculate the all kinds of board seam widths of statistics fast, the processing of traditional formwork material is used and can't form the turnover utilization, causes the waste of material again to a certain extent, and the green saving type building of advocating at present is contrary mutually.
Disclosure of Invention
In view of the above situation, the invention provides a method and a system for processing a prefabricated laminated slab seam mould hanging device based on BIM, which enable field technicians to quickly extract processing data of the prefabricated laminated slab seam mould hanging device according to a BIM model, efficiently and accurately ensure the accuracy of the processing data, shorten the manufacturing time of the slab seam mould hanging device and save the cost. The processing efficiency can be effectively improved, the material waste is reduced, and the effects of saving the construction period and reducing the cost are achieved.
The invention provides a method for machining a prefabricated composite slab gap mold hanging device based on BIM, which comprises the following steps:
utilizing BIM software to create an assembly type building structure model, and editing prefabricated laminated slabs and slab gap parameters of the laminated slabs in the BIM software;
classifying and displaying the prefabricated laminated slab and the laminated slab joint in each floor, and automatically generating the number of prefabricated laminated slab joint mold hanging devices needing shaping processing in each floor;
reading the geometric data of the plate seam of the laminated slab;
carrying out parametric modeling on a mould hanging device according to the read geometric data of the plate seam of the laminated slab;
carrying out parametric extraction on processing data according to the parametric die hanging device to form a die hanging device processing data list; and
and carrying out setting processing on the die hanging device in advance by using the obtained processing data, and confirming the engineering quantity of materials.
As a preferred technical scheme of the processing method, before the assembly type building structure model is created by using BIM software, the method further comprises the following steps: and arranging the processing drawing, determining processing parameters, and editing the parameters of the prefabricated laminated slab and the slab joint of the laminated slab in the BIM software according to the determined processing parameters in the BIM software.
As a preferable technical scheme of the processing method, the laminated slab seams are of a cast-in-place concrete structure.
As a preferred technical scheme of the processing method, the read geometric data of the superimposed sheet seam comprise the length, width and height geometric data of the superimposed sheet seam.
As a preferred technical scheme of the processing method of the invention, the prefabricated composite slab seam mould hanging device comprises a counter-pull screw, an upper angle steel, a lower angle steel, a batten, a template and a cushion block, wherein the upper angle steel and the lower angle steel are respectively positioned at the upper side and the lower side of the template, the upper angle steel and the lower angle steel are connected through the counter-pull screw in a pulling manner, the template is provided with a hole for the counter-pull screw to penetrate through, the batten cushion is arranged between the lower angle steel and the template, and the cushion block cushion is arranged between the upper angle steel and the template.
As a preferred technical scheme of the processing method, the battens are respectively arranged along the two side edges of each laminated slab seam.
As a preferred technical scheme of the processing method, the cushion block is a concrete cushion block, and the height of the top standard is consistent with the thickness of a cast-in-place layer of a floor.
As a preferable technical scheme of the processing method of the invention, the concrete cushion blocks are respectively arranged on two sides of the superimposed slab joint, and the distance from the concrete cushion block to the superimposed slab joint is greater than the distance from the batten to the superimposed slab joint.
As a preferred technical scheme of the processing method, a PVC sleeve is sleeved on the counter-pulling screw rod.
The invention provides a BIM-based prefabricated laminated slab gap formwork hanging device processing system, which comprises:
the identification module is used for displaying the prefabricated laminated slab and the laminated slab joint in each floor of the assembly type building structure model in a classified manner and automatically generating the number of the prefabricated laminated slab joint mould hanging devices needing shaping processing in each floor;
the geometric data extraction module is used for reading the geometric data of the plate seams of the laminated plates;
the mould hanging device combination module is used for carrying out parametric modeling on the mould hanging device according to the read geometric data of the plate seam of the laminated plate;
and the processing data list module is used for carrying out parametric extraction on the processing data according to the parametric mold hanging device to form a processing data list of the mold hanging device.
The invention provides a BIM-based processing method and system for a prefabricated laminated slab seam mould hanging device.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
FIG. 1 is a functional block diagram of an exemplary BIM-based prefabricated slab gap hanging die device processing system according to the present invention.
FIG. 2 is a flow chart illustrating the processing method of the BIM-based prefabricated slab gap formwork hanging device according to the present invention.
Fig. 3 is a schematic perspective view of an exemplary prefabricated slab gap formwork hanging device in an embodiment of the present invention.
Fig. 4 is a schematic cross-sectional view showing an exemplary use state of the prefabricated plywood sheet seam die-hanging apparatus in the embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
At present, the conventional method for formwork erecting and pouring of the slab joints of the prefabricated composite slabs is to erect bent frames below the slab joints and use formworks for formwork erecting operation, and the method causes a large amount of bent frame supporting materials and is high in cost. And the operation can be carried out after the hoisting of the prefabricated part is finished, so that the construction period progress is influenced. Meanwhile, as the plate seam joints are more and the size is larger, the traditional manufacturing method is in-situ temporary calculation, processing and manufacturing, the material consumption required by formwork supporting cannot be systematically and rapidly measured, material waste is easily caused, and the construction cost is further increased. Therefore, a system and a method capable of rapidly extracting and calculating the plugging measures of the slab joints of the prefabricated composite slabs are urgently needed.
In view of the above situation, the invention provides a method and a system for processing a prefabricated laminated slab seam mould hanging device based on BIM, which enable field technicians to quickly extract processing data of the prefabricated laminated slab seam mould hanging device according to a BIM model, efficiently and accurately ensure the accuracy of the processing data, shorten the manufacturing time of the slab seam mould hanging device and save the cost. The processing efficiency can be effectively improved, the material waste is reduced, and the effects of saving the construction period and reducing the cost are achieved.
Specifically, referring to fig. 1 to 4, the invention provides a method and a system for processing a prefabricated laminated slab joint mold hanging device based on BIM, which have the characteristics of rapidly identifying geometric data of the prefabricated laminated slab joint, accurately calculating and extracting processing data of the mold hanging device, and can realize field shaping processing according to parameterized processing data extracted by a BIM model. The machining efficiency can be effectively improved, the material waste is reduced, and the purposes of saving the construction period and reducing the cost are achieved.
Referring to fig. 1, a functional block diagram of an exemplary processing system of a BIM-based prefabricated composite slab gap hanging mold device according to the present invention is shown. As shown, the system includes an identification module 11, a geometric data extraction module 12, a die-hoist assembly module 13, and a tooling data inventory module 14.
The prefabricated building structure comprises a large number of prefabricated laminated slabs, a large number of cast-in-place concrete slab joints are arranged between the laminated slabs and the laminated slabs, the prefabricated laminated slab joint identification module 11 can automatically identify and establish a cast-in-place slab joint model according to CAD drawings, the cast-in-place slab joint model comprises visibility and filter attributes and is used for displaying or filtering the cast-in-place slab joints in a classified mode, and meanwhile the number of the required prefabricated laminated slab mould hanging devices can be counted according to the generated slab joint model;
the prefabricated laminated slab gap geometric data extraction module 12 is used for generating a model of the prefabricated laminated slab gap cast-in-place concrete by relying on a Revit software parameterization function and endowing the prefabricated laminated slab gap cast-in-place concrete with corresponding parameters (such as width, thickness, length and visibility), the geometric data extraction module 12 classifies and extracts cast-in-place components with the same data, and the cast-in-place slab gaps of different floors have the same data, so that the formwork lifting device can be repeatedly recycled;
prefabricated superimposed sheet slab gap hangs module 13, cooperation figure 3 and figure 4, contain unit components such as split bolt 131 in the hanging mould device, top angle steel 132, below angle steel 133, concrete cushion 134, flitch 135, template 136 and double faced adhesive tape, concretely, top angle steel 132 and below angle steel 133 are located the upper and lower both sides of template 16 respectively, through split screw 131 drawknot between top angle steel 132 and the below angle steel 133, the hole that supplies to split screw 131 to wear to establish is seted up to template 136, flitch 135 pads are located between below angle steel 133 and the template 136 lower surface, concrete cushion 134 pads are located between top angle steel 132 and the template 136 upper surface. Preferably, battens 135 are respectively disposed along both side edges of each slab joint, and the top height of the concrete pad 134 is consistent with the thickness of the cast-in-place floor slab. The concrete cushion blocks 134 are arranged on two sides of the laminated slab joint respectively, and the distance from the concrete cushion blocks 134 to the laminated slab joint is larger than the distance from the wood to the laminated slab joint. The opposite-pulling screw 131 is sleeved with a PVC sleeve.
And a die hanging device combination module 13 capable of carrying out parametric combination on various unit components is developed by utilizing the shared parameter function of the Reivt software, and the module contains processing data of various unit components. The working principle of the module is as follows: all unit components are mutually related through parameters and can be automatically adjusted along with the plate seam geometric data (width, thickness and length) in the module, namely when any data in the plate seam geometric data changes, the parameters of the rest unit components can be adjusted along with the change. Repeated modeling can be avoided according to the working principle of the module, and the working efficiency is improved.
The mould hanging device processing data list module 14 is developed by utilizing the list function provided by the Revit software, the mould hanging device processing data list module 14 comprises the information of the number of various unit components, various processing data and the like, such as: the number of the bolts, the processing length, the processing diameter, the number of the nuts and the like, the type specification, the processing length and the like of the angle steel and various processing sizes of the batten, the template and the concrete cushion block.
With reference to fig. 2, a flow chart of a processing method of a slab joint die hanging device for prefabricated laminated slabs based on BIM according to the present invention is shown, the method comprises the following steps:
step 1: arranging the processing drawing and determining processing parameters;
step 2: establishing a complete project prefabricated structure model, and editing prefabricated laminated slab and cast-in-place concrete slab gap parameters in BIM software;
and step 3: utilizing a prefabricated laminated slab seam identification module to classify and display prefabricated laminated slabs and cast-in-place slab seams in floors and automatically generating the number of slab seam mold hanging devices needing shaping processing in the floors;
step 4, reading out the length, width and height geometric data of the cast-in-place concrete slab joints by using a prefabricated laminated slab joint geometric data extraction module;
and 5: according to the plate seam geometric data read in the step 4, carrying out parametric modeling on a mold hanging device by utilizing a prefabricated laminated slab seam mold hanging device combination module;
step 6: processing a data list module by using the prefabricated laminated slab seam mould hanging device, and carrying out parametric extraction on processing data according to the parametric mould hanging device in the step 5 to form a mould hanging device processing data list;
and 7: and feeding the processing data obtained in the steps back to field technicians, performing shaping processing on the die hanging device in advance, and assisting the business and material department in confirming the engineering quantity of materials.
The invention has the following advantages and effects:
(1) environmental effect analysis
1) Quickly identifying geometric data of plate joints of the prefabricated laminated slab, and accurately calculating and extracting processing data of the mold hanging device;
2) the template seam hanging die is suitable for template seam hanging dies of different floors at the same position of the geometric data of the template seam, can be recycled, and is green and material-saving;
3) the processing is finalized and processed according to the extracted processing data in advance, so that the processing efficiency is improved, and the processing time is saved;
4) the processing data of the die hanging device can be extracted quickly, and manual calculation is reduced.
(2) Time limit effect analysis
Save the superimposed sheet board seam and put up the set up time down, the construction earlier stage is according to BIM model field processing in advance hangs the mould device, does not influence superimposed sheet hoist and mount progress, and the construction later stage can directly demolish fast, reduces the construction flow, reaches the purpose of quick construction, has saved labour and construction material simultaneously.
It should be noted that, in this document, terms such as "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. A BIM-based machining method for a prefabricated laminated slab gap mold hanging device is characterized by comprising the following steps:
utilizing BIM software to create an assembly type building structure model, and editing prefabricated laminated slabs and slab gap parameters of the laminated slabs in the BIM software;
classifying and displaying the prefabricated laminated slab and the laminated slab joint in each floor, and automatically generating the number of prefabricated laminated slab joint mold hanging devices needing shaping processing in each floor;
reading the geometric data of the plate seam of the laminated slab;
carrying out parametric modeling on a mould hanging device according to the read geometric data of the plate seam of the laminated slab;
carrying out parametric extraction on processing data according to the parametric die hanging device to form a die hanging device processing data list; and
and carrying out setting processing on the die hanging device in advance by using the obtained processing data, and confirming the engineering quantity of materials.
2. The BIM-based prefabricated slab joint formwork hanging device processing method of claim 1, wherein before the BIM software is used for creating the fabricated building structure model, the method further comprises the steps of: and arranging the processing drawing, determining processing parameters, and editing the parameters of the prefabricated laminated slab and the slab joint of the laminated slab in the BIM software according to the determined processing parameters in the BIM software.
3. The BIM-based prefabricated slab gap formwork hanging device processing method of claim 1, wherein the slab gap is a cast-in-place concrete structure.
4. The BIM-based prefabricated plywood seam die-hanging apparatus processing method of claim 1, wherein the read geometric data of the plywood seam comprises geometric data of length, width and height of the plywood seam.
5. The BIM-based processing method for the prefabricated composite slab seam mold hanging device of claim 1, wherein the prefabricated composite slab seam mold hanging device comprises a pair of pull screws, an upper angle steel, a lower angle steel, a batten, a mold plate and a cushion block, the upper angle steel and the lower angle steel are respectively positioned at the upper side and the lower side of the mold plate, the upper angle steel and the lower angle steel are connected through the pair of pull screws, the mold plate is provided with holes for the pair of pull screws to penetrate through, the batten cushion is arranged between the lower angle steel and the mold plate, and the cushion block cushion is arranged between the upper angle steel and the mold plate.
6. The BIM-based prefabricated plywood seam die-hanging apparatus according to claim 5, wherein the battens are respectively provided along both side edges of each plywood seam.
7. The BIM-based prefabricated slab gap formwork hanging device processing method of claim 5, wherein the cushion block is a concrete cushion block, and the top elevation is consistent with the thickness of a floor cast-in-place layer.
8. The BIM-based prefabricated slab joint formwork hanging device processing method of claim 7, wherein the concrete pads are respectively disposed at both sides of the slab joint, and a distance from the concrete pads to the slab joint is greater than a distance from the battens to the slab joint.
9. The BIM-based prefabricated slab gap formwork hanging device processing method of claim 5, wherein the opposite pulling screw rod is sleeved with a PVC sleeve.
10. The utility model provides a prefabricated superimposed sheet slab joint hangs mould device system of processing based on BIM which characterized in that includes:
the identification module is used for displaying the prefabricated laminated slab and the laminated slab joint in each floor of the assembly type building structure model in a classified manner and automatically generating the number of the prefabricated laminated slab joint mould hanging devices needing shaping processing in each floor;
the geometric data extraction module is used for reading the geometric data of the plate seams of the laminated plates;
the mould hanging device combination module is used for carrying out parametric modeling on the mould hanging device according to the read geometric data of the plate seam of the laminated plate;
and the processing data list module is used for carrying out parametric extraction on the processing data according to the parametric mold hanging device to form a processing data list of the mold hanging device.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114575588A (en) * | 2022-03-23 | 2022-06-03 | 河南省第二建设集团有限公司 | Floor seam construction device, system and method |
CN116604699A (en) * | 2023-07-19 | 2023-08-18 | 成都建工雅安建设有限责任公司 | Intelligent superimposed sheet prefabricated system |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107341290A (en) * | 2017-06-07 | 2017-11-10 | 中国建筑第八工程局有限公司 | Beam slab based on BIM is prefabricated with cast-in-place structural quantities extraction system and method |
CN110306707A (en) * | 2019-06-20 | 2019-10-08 | 四川省劲腾环保建材有限公司 | It is a kind of based on BIM technology overall assembled building in superimposed sheet hoard strip construction method |
CN110674548A (en) * | 2019-09-18 | 2020-01-10 | 贵州匠人筑造工程咨询有限公司 | BIM-based assembly type building design method and system |
-
2021
- 2021-02-22 CN CN202110197873.6A patent/CN112966325B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107341290A (en) * | 2017-06-07 | 2017-11-10 | 中国建筑第八工程局有限公司 | Beam slab based on BIM is prefabricated with cast-in-place structural quantities extraction system and method |
CN110306707A (en) * | 2019-06-20 | 2019-10-08 | 四川省劲腾环保建材有限公司 | It is a kind of based on BIM technology overall assembled building in superimposed sheet hoard strip construction method |
CN110674548A (en) * | 2019-09-18 | 2020-01-10 | 贵州匠人筑造工程咨询有限公司 | BIM-based assembly type building design method and system |
Non-Patent Citations (3)
Title |
---|
刘亚男;郭志鑫;牛辉;李雪丰;: "大尺寸叠合板游牧式建造技术", 施工技术, no. 04 * |
李广辉;邓思华;李晨光;郄泽;: "装配式建筑结构BIM碰撞检查与优化", 建筑技术, no. 07 * |
罗时权;伏亮明;刘胤虎;: "基于BIM的预制叠合式管廊节点装配设计应用", 地下空间与工程学报, no. 2 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114575588A (en) * | 2022-03-23 | 2022-06-03 | 河南省第二建设集团有限公司 | Floor seam construction device, system and method |
CN116604699A (en) * | 2023-07-19 | 2023-08-18 | 成都建工雅安建设有限责任公司 | Intelligent superimposed sheet prefabricated system |
CN116604699B (en) * | 2023-07-19 | 2023-10-13 | 成都建工雅安建设有限责任公司 | Intelligent superimposed sheet prefabricated system |
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