CN107012860A - A kind of construction method of the post Single Pile joint bar positioner based on BIM technology - Google Patents
A kind of construction method of the post Single Pile joint bar positioner based on BIM technology Download PDFInfo
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- CN107012860A CN107012860A CN201710407740.0A CN201710407740A CN107012860A CN 107012860 A CN107012860 A CN 107012860A CN 201710407740 A CN201710407740 A CN 201710407740A CN 107012860 A CN107012860 A CN 107012860A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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Abstract
The invention discloses a kind of construction method of the post Single Pile joint bar positioner based on BIM technology, comprise the following steps：Step one：Collect and arrange the relevant information of pile foundation；Step 2：Pile foundation three-dimensional modeling；Step 3：Positioner BIM is modeled；Step 4：Generate detail list；Step 5：Information Statistics；Step 6：Positioner preprocessing；Step 7：Site operation.The present invention can solve the problem of job site post Single Pile joint bar positioning difficulty is high, precision is low, by site operation, and control joint bar is positioned and absolute altitude location dimension in length and breadth, improves joint bar precision and efficiency, lift engineering construction level and ensure its accuracy.
Description
Technical field
The invention belongs to building field, and in particular to a kind of post Single Pile joint bar positioner based on BIM technology is applied
Work method.
Background technology
BIM (Building Information Modeling, BIM), is with each of construction-engineering project
Based on item relevant information data, BUILDINGS MODELS is set up, the true letter having by digital information analogue simulation building
Breath, it has visualization, harmony, simulation, in-depth property and can go out the big feature of figure five.
BIM is the multidimensional model Technique of Information Integration grown up on the basis of cad technique, and its core is prolonged based on CAD
The database formed by electronic 3-D model stretched, these data messages dynamic change in building overall process is adjusted, can
Timely and accurately the various data in calling system database, accelerate decision-making progress, Decision Quality are improved, so as to improve project matter
Amount and operating efficiency, reduce project cost.
With the modernization of building industry, BIM technology is used widely in building field, and the construction stage is building
It is vital in the project life cycle, the level of production of lifting construction enterprise is strengthened enterprise's core competitive by BIM utilization
Power.
In the construction of post Single Pile joint bar, close fit pile concrete is wanted to pour during joint bar, joint bar construction is carried out on ground,
Joint bar position is in below ground stake top concrete, and joint bar positioning difficulty is larger, if reinforcing steel bars exposed after excavating, will cause quality
Accident；Meanwhile, joint bar will be when pile concrete pours completion, insertion in time, and otherwise concrete is once solidify, and joint bar works can not
Carry out；And joint bar inserts for single reinforcement, concrete length is anchored into 1m or so, exposed parts length about 3.5m, if fixed not
It is firm that post cage bar can be caused to tilt.And generally existing joint bar positioning difficulty is high in traditional post Single Pile joint bar construction, precision is low
The problem of, it is therefore desirable to a kind of method for solving the problems, such as the traditional construction.
The content of the invention
The technical problem to be solved in the present invention is：A kind of post Single Pile joint bar positioner based on BIM technology is provided
Construction method, the problem of job site post Single Pile joint bar positioning difficulty is high, precision is low is can effectively solve the problem that using the present invention, is led to
Site operation is crossed, control joint bar is positioned and absolute altitude location dimension in length and breadth, is improved joint bar precision and efficiency, is lifted engineering construction level
And ensure its accuracy.
The technical scheme that the present invention solves technical problem is as follows：
A kind of construction method of the post Single Pile joint bar positioner based on BIM technology of the present invention, it is characterised in that including
Following steps：
Step one：The relevant information of pile foundation is collected and arranged, the pile foundation drawing after examination ＆ verification and design alteration, merger is sorted out
Pile foundation type, obtains necessary pile foundations parameter information；
Step 2：Pile foundation three-dimensional modeling is soft using three-dimensional modeling according to the pile foundation design parameter information obtained in step one
All types of pile foundation two dimensional models are converted into threedimensional model by part Autodesk Revit；
Step 3：Positioner BIM is modeled, and according to the threedimensional model converted in step 2, sets up positioner BIM moulds
Type, positioner BIM models include posting, support shuttering and fixed stirrup；
Step 4：Detail list is generated, using the BIM models set up in step 3, detail list is generated and to corresponding positioning
Device is numbered；
Step 5：Information Statistics, are collected to each positioner information using Project Management Software and generate form；
Step 6：Positioner preprocessing, according to each positioner bill of materials information form in step 5, it is each fixed to carry out
The processing and inspection of position device；
Step 7：Site operation.
Further, when being collected in the step one and arranging the relevant information of pile foundation, produced when should combine pile foundation construction
Design alteration or construction site condition change, the parameter information and the dynamic corrections phase in later-mentioned step of dynamic corrections pile foundation
Model is closed, the precision of positioner is further improved by amendment.
Further, the pile foundation threedimensional model in the step 2 is set up according to engineering drawing in software platform, all kinds of
Type pile foundation shape, size, position, height and implementation condition are according to code of building design and all kinds of standards related to pile foundation construction
It is configured and performs.
Further, the step 4 is that determining of being set up in step 3 is accurately laid using step 2 pile foundation threedimensional model
Position device BIM models, set the material of posting, support shuttering and fixed stirrup and specification and generate corresponding detail list.
Further, the form packet that collects of positioner information is included in the step 5：Positioner is got the raw materials ready
Management information, workload information and cost information.
Further, site operation comprises the following steps in the step 7：
After a, stake pore-forming, steel reinforcement cage and installation are put into, pile foundation concrete is poured, then set in stake nature terrace
The posting of joint bar, while measuring and throwing positioning cross axis on posting, by the absolute altitude of posting by changing
Mark is calculated to standby plug in spacer bar, to control positioning in length and breadth and the absolute altitude location dimension of joint bar；
B, spacer bar is inserted into stake top concrete in time, ensure after insertion mark position on spacer bar with it is fixed
Position collimation mark height is identical, and fixed stirrup and support shuttering are then set on posting, and fixed stirrup coordinates support shuttering to pass through iron
The periphery of spacer bar is fixed in silk colligation.
Further, the fixed stirrup is the reinforcing bar of A10 specifications.
Further, the posting is formed by angle steel and reinforcement welding.
It is high, smart that the present invention efficiently solves job site conventional post Single Pile joint bar construction positioning difficulty using BIM technology
The problem of spending low, carries out three-dimensional modeling, and set up positioner on the basis of pile foundation model using BIM technology to pile foundation
BIM models, are further carried out the processing of associated materials, when constructing at the scene, and joint bar is controlled by the posting of positioner
Positioning and absolute altitude location dimension, while spacer bar is fixed by the fixation stirrup of positioner, improve joint bar in length and breadth
Precision and efficiency, lift engineering construction level and ensure its accuracy.
Brief description of the drawings
Fig. 1 is flow chart of the present invention；
Fig. 2 is the structural representation of positioner of the present invention；
Fig. 3 is the schematic top plan view of positioner of the present invention；
In figure：1- reinforcing bars, 2- postings, 3- spacer bars, 4- support shutterings, 5- fix stirrup.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
As shown in Figure 1 to Figure 3, a kind of construction method of the post Single Pile joint bar positioner based on BIM technology, its feature
It is, comprises the following steps：
Step one：The relevant information of pile foundation is collected and arranged, the pile foundation drawing after examination ＆ verification and design alteration, merger is sorted out
Pile foundation type, obtains necessary pile foundations parameter information；
Step 2：Pile foundation three-dimensional modeling is soft using three-dimensional modeling according to the pile foundation design parameter information obtained in step one
All types of pile foundation two dimensional models are converted into threedimensional model by part Autodesk Revit；
Step 3：Positioner BIM is modeled, and according to the threedimensional model converted in step 2, sets up positioner BIM moulds
Type, positioner BIM models include posting, support shuttering and fixed stirrup；
Step 4：Detail list is generated, using the BIM models set up in step 3, detail list is generated and to corresponding positioning
Device is numbered；
Step 5：Information Statistics, are collected to each positioner information using Project Management Software and generate form；
Here Project Management Software can use MicrosoftProject softwares；
Step 6：Positioner preprocessing, according to each positioner bill of materials information form in step 5, it is each fixed to carry out
The processing and inspection of position device；
Step 7：Site operation.
In the present embodiment, when being collected in the step one and arranging the relevant information of pile foundation, produced when should combine pile foundation construction
Raw design alteration or the change of construction site condition, the parameter information and the dynamic corrections in later-mentioned step of dynamic corrections pile foundation
Correlation model, the precision of positioner is further improved by amendment.In the construction method of the present invention, if midway is designed
The field condition of change or construction changes, and can dynamically change all kinds of parameter informations of the pile foundation changed, while after
The need for the step of stating also is modified to obtain more accurate positioner model, convenient construction accordingly.
In the present embodiment, the pile foundation threedimensional model in the step 2 is set up according to engineering drawing in software platform, respectively
Type pile foundation shape, size, position, height and implementation condition are according to code of building design and all kinds of marks related to pile foundation construction
Standard is configured and performed.Here code of building design and all kinds of standards related to pile foundation construction is all kinds of of country's formulation
Specification and standard so that the pile foundation model of foundation meets also more accurate while construction requirement, during subsequent construction
Joint bar operation is also more accurate.
In the present embodiment, the step 4 is accurately laid in step 3 using step 2 pile foundation threedimensional model and set up
Positioner BIM models, set the material of posting, support shuttering and fixed stirrup and specification and generate corresponding detail list.
In the present embodiment, the form packet that collects of positioner information is included in the step 5：Positioner it is standby
Expect management information, workload information and cost information.
In the present embodiment, site operation comprises the following steps in the step 7：
After a, stake pore-forming, steel reinforcement cage and installation are put into, pile foundation concrete is poured, then set in stake nature terrace
The posting 2 of joint bar, while measuring and throwing positioning cross axis on posting 2, the absolute altitude of posting 2 is passed through
Conversion mark is on for plug in spacer bar 3, to control positioning in length and breadth and the absolute altitude location dimension of joint bar；
B, spacer bar 3 is inserted into stake top concrete in time, ensure after insertion mark position on spacer bar 3 with
The absolute altitude of posting 2 is identical, and fixed stirrup 5 and support shuttering 4 are then set on posting 2, and fixed stirrup 5 coordinates support shuttering
4 are fixed on the periphery of spacer bar 3 by iron wire colligation.
In the present embodiment, during insertion spacer bar 3, it is to be ensured that spacer bar 3 inserts the stake steel of pile foundation according to job specfication
The specified location of the inner side of muscle 1, to meet the requirement of construction；Meanwhile, after spacer bar 3 is inserted, set and fix on posting 2
Stirrup 5 and support shuttering 4 and the periphery that spacer bar 3 is fixed on by iron wire colligation, can so to insert stake top coagulation
The precision of spacer bar 3 in soil is high, and will not occur it is fixed it is not firm in turn result in the inclined phenomenon of reinforcing bar, and then lift work
Journey construction level and accuracy.
In the present embodiment, the fixed stirrup is the reinforcing bar of A10 specifications.
In the present embodiment, the posting is formed by angle steel and reinforcement welding.Angle steel can use L20*3.0 specifications, this
In reinforcing bar can use the reinforcing bar of A14 specifications.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (8)
1. a kind of construction method of the post Single Pile joint bar positioner based on BIM technology, it is characterised in that including following step
Suddenly：
Step one：The relevant information of pile foundation is collected and arranged, the pile foundation drawing after examination ＆ verification and design alteration, merger pile foundation is sorted out
Type, obtains necessary pile foundations parameter information；
Step 2：Pile foundation three-dimensional modeling, according to the pile foundation design parameter information obtained in step one, utilizes 3 d modeling software
All types of pile foundation two dimensional models are converted into threedimensional model by AutodeskRevit；
Step 3：Positioner BIM is modeled, and according to the threedimensional model converted in step 2, sets up positioner BIM models, should
Positioner BIM models include posting, support shuttering and fixed stirrup；
Step 4：Detail list is generated, using the BIM models set up in step 3, detail list is generated and to corresponding positioner
It is numbered；
Step 5：Information Statistics, are collected to each positioner information using Project Management Software and generate form；
Step 6：Positioner preprocessing, according to each positioner bill of materials information form in step 5, carries out each positioning dress
The processing and inspection put；
Step 7：Site operation.
2. a kind of construction method of post Single Pile joint bar positioner based on BIM technology according to claim 1, it is special
Levy and be：When being collected in the step one and arranging the relevant information of pile foundation, the design alteration produced during pile foundation construction should be combined
Or the change of construction site condition, the parameter information and the dynamic corrections correlation model in later-mentioned step of dynamic corrections pile foundation, lead to
Cross the precision that amendment further improves positioner.
3. a kind of construction method of post Single Pile joint bar positioner based on BIM technology according to claim 1, it is special
Levy and be：Pile foundation threedimensional model in the step 2 is set up according to engineering drawing in software platform, all types of pile foundation shapes,
Size, position, height and implementation condition be configured according to code of building design and all kinds of standards related to pile foundation construction and
Perform.
4. a kind of construction method of post Single Pile joint bar positioner based on BIM technology according to claim 1, it is special
Levy and be：The step 4 is that the positioner BIM set up in step 3 is accurately laid using step 2 pile foundation threedimensional model
Model, sets the material of posting, support shuttering and fixed stirrup and specification and generates corresponding detail list.
5. a kind of construction method of post Single Pile joint bar positioner based on BIM technology according to claim 1, it is special
Levy and be：The form packet that collects of positioner information is included in the step 5：Management information of getting the raw materials ready, the work of positioner
Work amount information and cost information.
6. a kind of construction of post Single Pile joint bar positioner based on BIM technology according to claim any one of 1-5
Method, it is characterised in that：Site operation comprises the following steps in the step 7：
After a, stake pore-forming, steel reinforcement cage and installation are put into, pile foundation concrete is poured, joint bar then is set in stake nature terrace
Posting, while measure and by positioning cross axis throw on posting, by the absolute altitude of posting pass through convert mark
Will is on for plug in spacer bar, to control positioning in length and breadth and the absolute altitude location dimension of joint bar；
B, spacer bar is inserted into stake top concrete in time, ensures the mark position on spacer bar and posting after insertion
Absolute altitude is identical, and fixed stirrup and support shuttering are then set on posting, and fixed stirrup coordinates support shuttering to be tied up by iron wire
Prick the periphery for being fixed on spacer bar.
7. a kind of construction method of post Single Pile joint bar positioner based on BIM technology according to claim 6, it is special
Levy and be：The fixed stirrup is the reinforcing bar of A10 specifications.
8. a kind of construction method of post Single Pile joint bar positioner based on BIM technology according to claim 6, it is special
Levy and be：The posting is formed by angle steel and reinforcement welding.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710407740.0A CN107012860A (en) | 2017-06-02 | 2017-06-02 | A kind of construction method of the post Single Pile joint bar positioner based on BIM technology |
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| CN201710407740.0A CN107012860A (en) | 2017-06-02 | 2017-06-02 | A kind of construction method of the post Single Pile joint bar positioner based on BIM technology |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107256005A (en) * | 2017-08-15 | 2017-10-17 | 广东星层建筑科技股份有限公司 | A kind of reinforcing steel bar numerical control processing method and equipment based on BIM technology |
| CN107491619A (en) * | 2017-08-30 | 2017-12-19 | 中建四局第建筑工程有限公司 | A kind of old project steel construction that changes based on BIM technology positions construction method for hanging |
| CN108804780A (en) * | 2018-05-24 | 2018-11-13 | 中国二十冶集团有限公司 | A kind of method of three dimensional analysis pile-base supporting layer |
| CN109555116A (en) * | 2018-11-08 | 2019-04-02 | 广东省第建筑工程有限公司 | A kind of high density karst intense development area fully-sleeved filled pile construction method |
| CN113111422A (en) * | 2021-04-21 | 2021-07-13 | 中铁广州工程局集团有限公司 | Dense pile foundation pile sinking construction method combining BIM technology and reduced scale model dynamic simulation |
| CN117195335A (en) * | 2023-11-03 | 2023-12-08 | 北京集度科技有限公司 | Positioning piece generation method, generation device and medium |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103218492A (en) * | 2013-04-16 | 2013-07-24 | 上海上安机电设计事务所有限公司 | BIM (Building Information Model)-based pipe prefabrication method |
| JP2014123233A (en) * | 2012-12-20 | 2014-07-03 | Toshiba Elevator Co Ltd | BIM system |
| CN105888248A (en) * | 2016-04-27 | 2016-08-24 | 河北建筑工程学院 | Construction method of guiding informationization prefabricated member based on BIM (Building Information Modeling)) technology |
| CN106326536A (en) * | 2016-08-17 | 2017-01-11 | 上海交通建设总承包有限公司 | Standardized construction method for hydraulic prefabricated member based on BIM (Building Information Modeling) |
| CN106759280A (en) * | 2016-12-22 | 2017-05-31 | 中国十七冶集团有限公司 | A kind of extra-long foundation pile foundation joint bar positioning construction method |
-
2017
- 2017-06-02 CN CN201710407740.0A patent/CN107012860A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014123233A (en) * | 2012-12-20 | 2014-07-03 | Toshiba Elevator Co Ltd | BIM system |
| CN103218492A (en) * | 2013-04-16 | 2013-07-24 | 上海上安机电设计事务所有限公司 | BIM (Building Information Model)-based pipe prefabrication method |
| CN105888248A (en) * | 2016-04-27 | 2016-08-24 | 河北建筑工程学院 | Construction method of guiding informationization prefabricated member based on BIM (Building Information Modeling)) technology |
| CN106326536A (en) * | 2016-08-17 | 2017-01-11 | 上海交通建设总承包有限公司 | Standardized construction method for hydraulic prefabricated member based on BIM (Building Information Modeling) |
| CN106759280A (en) * | 2016-12-22 | 2017-05-31 | 中国十七冶集团有限公司 | A kind of extra-long foundation pile foundation joint bar positioning construction method |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107256005A (en) * | 2017-08-15 | 2017-10-17 | 广东星层建筑科技股份有限公司 | A kind of reinforcing steel bar numerical control processing method and equipment based on BIM technology |
| CN107256005B (en) * | 2017-08-15 | 2023-06-06 | 广东星层建筑科技股份有限公司 | BIM technology-based steel bar numerical control machining method and equipment |
| CN107491619A (en) * | 2017-08-30 | 2017-12-19 | 中建四局第建筑工程有限公司 | A kind of old project steel construction that changes based on BIM technology positions construction method for hanging |
| CN108804780A (en) * | 2018-05-24 | 2018-11-13 | 中国二十冶集团有限公司 | A kind of method of three dimensional analysis pile-base supporting layer |
| CN109555116A (en) * | 2018-11-08 | 2019-04-02 | 广东省第建筑工程有限公司 | A kind of high density karst intense development area fully-sleeved filled pile construction method |
| CN113111422A (en) * | 2021-04-21 | 2021-07-13 | 中铁广州工程局集团有限公司 | Dense pile foundation pile sinking construction method combining BIM technology and reduced scale model dynamic simulation |
| CN117195335A (en) * | 2023-11-03 | 2023-12-08 | 北京集度科技有限公司 | Positioning piece generation method, generation device and medium |
| CN117195335B (en) * | 2023-11-03 | 2024-02-02 | 北京集度科技有限公司 | Positioning piece generation method, generation device and medium |
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