CN108460211A - Engineering method for measuring and calculating, device, computer equipment and the storage medium of communication iron tower - Google Patents
Engineering method for measuring and calculating, device, computer equipment and the storage medium of communication iron tower Download PDFInfo
- Publication number
- CN108460211A CN108460211A CN201810171820.5A CN201810171820A CN108460211A CN 108460211 A CN108460211 A CN 108460211A CN 201810171820 A CN201810171820 A CN 201810171820A CN 108460211 A CN108460211 A CN 108460211A
- Authority
- CN
- China
- Prior art keywords
- quantities
- communication iron
- iron tower
- measuring
- built
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
Abstract
The present invention relates to engineering method for measuring and calculating, device, computer equipment and the storage mediums of a kind of communication iron tower, including:The tower and ground for obtaining communication iron tower yet to be built survey parameter, and at least two sets of underlying parameter schemes that parameter determines communication iron tower yet to be built are surveyed according to the tower and ground;For each underlying parameter scheme, the corresponding first quantities measuring and calculating value of multiple quantities modules that communication iron tower yet to be built includes is calculated;According to the corresponding first quantities measuring and calculating value of multiple quantities modules, second quantities measuring and calculating value of the communication iron tower yet to be built under corresponding underlying parameter scheme is calculated;Compare the second quantities measuring and calculating value under each underlying parameter scheme, optimal basic parametric scheme is determined from least two sets of underlying parameter schemes, obtains the corresponding second quantities measuring and calculating value of optimal basic parametric scheme, the quantities measuring and calculating value as communication iron tower yet to be built.Above-mentioned technical proposal realizes the quantities that communication iron tower is built in efficiently measuring and calculating.
Description
Technical field
The present invention relates to field of computer technology, more particularly to a kind of engineering method for measuring and calculating of communication iron tower, device,
Computer equipment and storage medium.
Background technology
Communication iron tower needs to calculate the quantities etc. of the communication iron tower of construction before construction.Currently, related logical
Letter steel tower design quantities rely primarily on designer to calculate, but with communication iron tower designer trends to standardization, standard
Change, the direction of procedure is developed, the fining of design require it is also higher and higher, so if the management unit of communication iron tower design
And relevant design unit still continues to use traditional management mode and design pattern, the manual accounting energy by designer simply
Power is calculated to complete highly complex quantities, it is easy to generate error, it is difficult to which effectively the quantities of communication iron tower is built in measuring and calculating.
Invention content
Based on this, it is necessary to which the problem of being difficult to effectively calculate the quantities for building communication iron tower for the prior art provides
A kind of engineering method for measuring and calculating, device, computer equipment and the storage medium of communication iron tower.
A kind of engineering method for measuring and calculating of communication iron tower, including:
The tower and ground for obtaining communication iron tower yet to be built survey parameter, and surveying parameter according to the tower and ground determines yet to be built lead to
Believe at least two sets of underlying parameter schemes of steel tower;
For each underlying parameter scheme, multiple quantities modules corresponding first that communication iron tower yet to be built includes are calculated
Quantities measuring and calculating value;
The sum of corresponding first quantities of multiple quantities modules is calculated, obtains communication iron tower yet to be built on corresponding basis
The second quantities measuring and calculating value under parametric scheme;
Compare the second quantities measuring and calculating value under each underlying parameter scheme, is determined most from least two sets of underlying parameter schemes
Excellent underlying parameter scheme obtains the corresponding second quantities measuring and calculating value of optimal basic parametric scheme, as communication iron tower yet to be built
Quantities measuring and calculating value.
After determining optimal basic parametric scheme in one of the embodiments, further include:According to the optimal basis
Parametric scheme generates the corresponding design drawing of communication iron tower yet to be built.
In one of the embodiments, according to the optimal basic parametric scheme, it is corresponding to generate communication iron tower yet to be built
Before design drawing, further include:Parameter in optimal basic parametric scheme is corrected.
The tower of communication iron tower yet to be built includes in one of the embodiments,:Single-pipe tower and three towers;Parameter packet is surveyed on ground
It includes:Great soil group type, soil thickness, cohesive strength, internal friction angle, native unit weight, foundation bearing capacity, end resistance, pile side resistance, resistance to plucking system
Number and level of ground water.
If the tower of communication iron tower yet to be built is single-pipe tower, the work that communication iron tower yet to be built includes in one of the embodiments,
Journey amount module includes:Isolated footing, single-pile foundation, four Pile-supported stand foundations, anchor rod foundation;
Described in one of the embodiments, to be directed to each underlying parameter scheme, calculate that communication iron tower yet to be built includes is multiple
The step of quantities module corresponding first quantities measuring and calculating value includes:According to each underlying parameter scheme, acquisition waits for
Communication iron tower is built to need to carry out multiple quantities modules of quantities measuring and calculating;The corresponding multiple engineerings of each quantities module are obtained,
The quantities of each engineering is calculated according to design specification, and obtains the whole project corresponding to each quantities module;According to described
Whole project obtains the quantities measuring and calculating value of each quantities module.
A kind of quantities measuring and calculating device of communication iron tower, including:
Program prediction module, tower and ground for obtaining communication iron tower yet to be built survey parameter, according to the tower and
At least two sets of underlying parameter schemes that parameter determines communication iron tower yet to be built are surveyed on ground;
First quantities calculates module, and for being directed to each underlying parameter scheme, calculate that communication iron tower yet to be built includes is multiple
The corresponding first quantities measuring and calculating value of quantities module;
Second quantities calculates module, calculates the sum of corresponding first quantities of multiple quantities modules, is waited for
Build second quantities measuring and calculating value of the communication iron tower under corresponding underlying parameter scheme;
Optimal case determining module, for the second quantities measuring and calculating value under more each underlying parameter scheme, from least two
Set underlying parameter scheme determines optimal basic parametric scheme, obtains the corresponding second quantities measuring and calculating of optimal basic parametric scheme
Value, the quantities measuring and calculating value as communication iron tower yet to be built.
In one embodiment, further include design drawing generation module, for according to the optimal basic parametric scheme, generating
The corresponding design drawing of communication iron tower yet to be built.
The engineering method for measuring and calculating and device of above-mentioned communication iron tower, obtain communication iron tower yet to be built turriform and survey ginseng
After number, it is first determined the underlying parameter scheme of the steel tower calculates every then further according to the engineering corresponding to each underlying parameter scheme
The quantities of a underlying parameter scheme finally compares the quantities of each underlying parameter scheme, and is obtaining optimal base case
Quantities after, using the quantities of the optimal base case as the quantities of communication iron tower yet to be built, be difficult to solve
The problem of quantities of communication iron tower is built in effect measuring and calculating.
A kind of computer equipment, including memory, processor and be stored on the memory and can be in the processing
The computer program run on device, the processor realize the quantities such as above-mentioned communication iron tower when executing the computer program
Measuring method.
Above computer equipment is realized efficiently measuring and calculating and built and led to by the computer program run on the processor
Believe the quantities of steel tower.
A kind of computer storage media, is stored thereon with computer program, is realized when which is executed by processor as above
State the engineering method for measuring and calculating of communication iron tower.
Above computer storage medium realizes efficiently measuring and calculating and builds communication iron tower by the computer program of its storage
Quantities.
Description of the drawings
Fig. 1 is the applied environment figure of the engineering method for measuring and calculating of an embodiment communication iron tower;
Fig. 2 is the flow chart of the engineering method for measuring and calculating of an embodiment communication iron tower;
Fig. 3 is the flow chart of the engineering method for measuring and calculating of another embodiment communication iron tower;
Fig. 4 is that the quantities of an embodiment communication iron tower calculates the structural schematic diagram of device;
Fig. 5 is that the quantities of another embodiment communication iron tower calculates the structural schematic diagram of device.
Specific implementation mode
It is below in conjunction with the accompanying drawings and preferably real further to illustrate the effect of the technological means and acquirement of the invention taken
Example is applied, to the technical solution of the embodiment of the present invention, carries out clear and complete description.
Fig. 1 is the applied environment figure of the engineering method for measuring and calculating of an embodiment communication iron tower, which is a meter
Calculation machine system 100.The computer system 100 is an example for being suitable for the invention computer environment, is not construed as
Propose any restrictions of the use scope to the present invention.Computer system 100 can not be construed to need to rely on or have
The combination of one or more of the illustrative computer system 100 of diagram component.
Computer system 100 shown in Fig. 1 for example have big well known desktop computer, notebook, personal digital assistant,
The classes such as smart phone, tablet computer, portable media player, set-top box, but it is not limited to equipment enumerated above.
As shown in Figure 1, computer system 100 includes processor 110, memory 120 and system bus 150.Including storage
Various system components including device 120 and processor 110 are connected on system bus 150.Processor 110 is one and is used for passing through
Basic arithmetic sum logical operation executes the hardware of computer program instructions in computer system.Memory 120 is a use
In temporarily or permanently storage calculation procedure or the physical equipment of data (for example, program state information).System bus 150 can be with
For any one in the bus structures of following several types, including memory bus or storage control, peripheral bus drawn game
Portion's bus.Processor 110 and memory 120 can be by system bus 150 into row data communication.Wherein memory 120 includes
Read-only memory (ROM) or flash memory (being all not shown in figure) and random access memory (RAM), RAM typically refer to be loaded with
The main memory of operating system and application program.
Computer system 100 further include display interface 130 (for example, graphics processing unit) and display equipment 140 (for example,
Liquid crystal display).Computer system 100 generally comprises a storage device 160.Storage device 160 can be from a variety of computers
It being selected in readable medium, computer-readable medium refers to any available medium that can be accessed by computer system 100,
Including mobile and fixed two media.For example, computer-readable medium includes but not limited to, flash memory (miniature SD
Card), CD-ROM, digital versatile disc (DVD) or other optical disc storages, cassette, tape, disk storage or other magnetic storages are set
Any other medium that is standby, or can be used for storing information needed and being accessed by computer system 1000.
Computer system 100 further includes input unit 170 and input interface 180 (for example, I/O controller).User can lead to
Input unit 170 is crossed, such as keyboard, mouse, is inputted in instruction and information to computer system 100.Input unit 180 is typically logical
It crosses input interface 170 to be connected on system bus 150, but can also be connected by other interfaces or bus structures, it is such as logical
With universal serial bus (USB).
As detailed above, the engineering measurement of communication iron tower can be executed by being suitable for the invention computer system 100
The specified operation of calculation method.Computer system 100 runs software instruction in computer-readable medium by processor 110
Form executes these operations.These software instructions can be read into from storage device 160 in memory 120.It is stored in storage
Software instruction in device 120 makes processor 110 execute the engineering method for measuring and calculating of above-mentioned communication iron tower.In addition, by hard
Part circuit or hardware circuit combination software instruction also can equally realize the present invention.Therefore, realize that the present invention is not limited to any
The combination of specific hardware circuit and software.
As shown in Fig. 2, Fig. 2 is the flow chart of the engineering method for measuring and calculating of an embodiment communication iron tower, include the following steps:
Step S21, the tower and ground for obtaining communication iron tower yet to be built survey parameter, and it is true to survey parameter according to the tower and ground
At least two sets of underlying parameter schemes of fixed communication iron tower yet to be built.
It should be noted that the engineering built required for the communication iron tower of different turriforms is different, therefore carrying out communication iron
Before the quantities measuring and calculating of tower, not only it needs to be determined that communication iron tower will the ground of build area survey parameter, be also predefined yet to be built
The turriform of communication iron tower can obtain the basis of communication iron tower yet to be built to survey parameter and the turriform of communication iron tower in combination
Parametric scheme.
It is respectively right to calculate multiple quantities modules that communication iron tower yet to be built includes for each underlying parameter scheme by step S22
The the first quantities measuring and calculating value answered.
In above-mentioned steps, the first quantities measuring and calculating value is the whole project corresponding to each quantities module.According to engineering
Design needs, and communication iron tower yet to be built may include the underlying parameter scheme more covered.Often set underlying parameter scheme has corresponding more
A quantities module, and each quantities module is corresponding with multiple engineerings again.The quantities of each engineering is calculated and converged
Always, the first engineering measuring and calculating value of quantities module is just obtained.
Step S23 calculates the sum of corresponding first quantities of multiple quantities modules, obtains communication iron tower yet to be built and exist
The second quantities measuring and calculating value under corresponding underlying parameter scheme.
In above-mentioned steps, the first engineering measuring and calculating value is the total quantities of each quantities module.Due to each quantities mould
Block has corresponding multiple engineerings, and each engineering also has corresponding quantities, then is calculated each in quantities module
After the quantities of engineering, the total quantities of the quantities module is obtained.
Step S24, the second quantities measuring and calculating value under more each underlying parameter scheme, from least two sets of underlying parameters
Scheme determines optimal basic parametric scheme, obtains the corresponding second quantities measuring and calculating value of optimal basic parametric scheme, as waiting for
Build the quantities measuring and calculating value of communication iron tower.
In above-mentioned steps, the second quantities measuring and calculating value is often to cover the corresponding total quantities of underlying parameter scheme.It will often cover
After second quantities measuring and calculating value of underlying parameter scheme is compared, obtain corresponding to the second wherein minimum quantities measuring and calculating value
Underlying parameter scheme, then the underlying parameter scheme is determined as optimal basic parametric scheme, by the of the underlying parameter scheme
Two quantities measuring and calculating values are determined as the quantities measuring and calculating value of communication iron tower yet to be built.
The engineering method for measuring and calculating of above-mentioned communication iron tower, obtain communication iron tower yet to be built turriform and survey parameter after,
Determine that the underlying parameter scheme of the steel tower calculates each base then further according to the engineering corresponding to each underlying parameter scheme first
The quantities of plinth parametric scheme finally compares the quantities of each underlying parameter scheme, and is obtaining optimal base case
After quantities, using the quantities of the optimal base case as the quantities of communication iron tower yet to be built, it is difficult to effectively to solve
The problem of quantities of communication iron tower, is built in measuring and calculating.
Step S22 includes in one of the embodiments,:According to each underlying parameter scheme, communication iron yet to be built is obtained
Multiple quantities modules that tower includes;The corresponding multiple engineerings of each quantities module are obtained, are advised according to the corresponding design of each engineering
Model calculates the quantities of each engineering, is accumulated by the whole project corresponding to each quantities module, as each quantities module
The first quantities measuring and calculating value.Wherein, design specification herein is industry design specification, including building foundation design rule
It is one or more in model, high-rise structural design specifications, Code for design of concrete structures and communication iron tower standard collective drawings V1.3.Often
A underlying parameter scheme is corresponding with multiple and different quantities modules, and each quantities module is corresponding with multiple engineerings.Reference is set
Specification and underlying parameter scheme are counted, is calculated in quantities module after the quantities of each engineering, by all works in quantities module
The quantities of journey is summarized, to obtain the quantities measuring and calculating value of quantities module.
As shown in figure 3, Fig. 3 is the flow chart of the engineering method for measuring and calculating of another embodiment communication iron tower, including walk as follows
Suddenly:
Step S31, the tower and ground for obtaining communication iron tower yet to be built survey parameter, and it is true to survey parameter according to the tower and ground
At least two sets of underlying parameter schemes of fixed communication iron tower yet to be built.
It should be noted that the engineering built required for the communication iron tower of different turriforms is different, therefore carrying out communication iron
Before the quantities measuring and calculating of tower, not only it needs to be determined that communication iron tower will the ground of build area survey parameter, be also predefined yet to be built
The turriform of communication iron tower can obtain the basis of communication iron tower yet to be built to survey parameter and the turriform of communication iron tower in combination
Parametric scheme.
It is respectively right to calculate multiple quantities modules that communication iron tower yet to be built includes for each underlying parameter scheme by step S32
The the first quantities measuring and calculating value answered.
In above-mentioned steps, the first quantities measuring and calculating value is the whole project corresponding to each quantities module.According to engineering
Design needs, and communication iron tower yet to be built may include the underlying parameter scheme more covered.Often set underlying parameter scheme has corresponding more
A quantities module, and each quantities module is corresponding with multiple engineerings again.The quantities of each engineering is calculated and converged
Always, the first engineering measuring and calculating value of quantities module is just obtained.
Step S33 calculates communication iron tower yet to be built according to the corresponding first quantities measuring and calculating value of multiple quantities modules
The second quantities measuring and calculating value under corresponding underlying parameter scheme.
In above-mentioned steps, the first engineering measuring and calculating value is the total quantities of each quantities module.Due to each quantities mould
Block has corresponding multiple engineerings, and each engineering also has corresponding quantities, then is calculated each in quantities module
After the quantities of engineering, the total quantities of the quantities module is obtained.
Step S34, the second quantities measuring and calculating value under more each underlying parameter scheme, from least two sets of underlying parameters
Scheme determines optimal basic parametric scheme, according to the optimal basic parametric scheme, generates that communication iron tower yet to be built is corresponding to be set
Meter figure.
In above-mentioned steps, the second quantities measuring and calculating value is often to cover the corresponding total quantities of underlying parameter scheme.It will often cover
After second quantities measuring and calculating value of underlying parameter scheme is compared, obtain corresponding to the second wherein minimum quantities measuring and calculating value
Underlying parameter scheme, then the underlying parameter scheme is determined as optimal basic parametric scheme, and according to optimal underlying parameter side
Case generates the CAD design figure of communication iron tower.
The engineering method for measuring and calculating of above-mentioned communication iron tower, obtain communication iron tower yet to be built turriform and survey parameter after,
Determine that the underlying parameter scheme of the steel tower calculates each base then further according to the engineering corresponding to each underlying parameter scheme first
The quantities of plinth parametric scheme finally compares the quantities of each underlying parameter scheme, and is obtaining optimal base case
After quantities, the corresponding design drawing of communication iron tower yet to be built is generated according to optimal base case, so as to open-and-shut sight
Survey the quantities of communication iron tower yet to be built.
In one of the embodiments, according to the optimal basic parametric scheme, it is corresponding to generate communication iron tower yet to be built
Before design drawing, further include:Parameter in optimal basic parametric scheme is corrected.Due to the optimal underlying parameter side of acquisition
Parameter in case may not all meet the design specification of steel tower, therefore before generating design drawing, need according to industry design
Specification detect underlying parameter scheme in parameter whether specification.After detecting that parameter does not meet specification, then parameter is corrected
Afterwards, the design drawing of communication iron tower yet to be built is generated further according to the parameter after correction.
The tower of communication iron tower yet to be built includes in one of the embodiments,:Single-pipe tower and three towers;Parameter packet is surveyed on ground
It includes:Great soil group type, soil thickness, cohesive strength, internal friction angle, native unit weight, foundation bearing capacity, end resistance, pile side resistance, resistance to plucking system
At least one of number and level of ground water.Wherein, it is that engineers and technicians build area progress ground to communication iron tower that parameter is surveyed on ground
The measurement data that matter is reconnoitred.
The tower of communication iron tower yet to be built is single-pipe tower, the engineering that communication iron tower yet to be built includes in one of the embodiments,
Measuring module includes:Isolated footing, single-pile foundation, four Pile-supported stand foundations and anchor rod foundation;If the tower of communication iron tower yet to be built is three
Tower, the quantities module that communication iron tower yet to be built includes include:Raft foundation, pile foundation and anchor rod foundation.Wherein, each engineering
It includes multiple engineerings to measure module again, if single-pipe tower isolated footing includes engineering:It is vertical that plate is wide, plate thickness, column indulge muscle, column tie-bar and plate
Muscle;Single-pipe tower single-pile foundation includes engineering:Stake is long and muscle is indulged in stake;Four Pile-supported stand foundation of single-pipe tower includes:Cushion cap width, cushion cap are high
The vertical muscle of degree, column, column tie-bar, cushion cap arrangement of reinforcement, stake is long and muscle is indulged in stake;Single-pipe tower anchor rod foundation includes:Bolt diameter and quantity and base
Plinth size, column indulge muscle, column tie-bar, plate and indulge muscle and anchor pole.Three tower raft foundation include engineering:Plate is wide, plate thickness, column indulge muscle, column
Stirrup and plate indulge muscle;Three tower pile foundations include:Stake is long and muscle is indulged in stake;Single-pipe tower anchor rod foundation includes engineering:Bolt diameter with
Quantity and key dimension, column indulge muscle, column tie-bar, plate and indulge muscle and anchor pole.
As shown in figure 4, Fig. 4, which is the quantities of an embodiment communication iron tower, calculates the structural schematic diagram of device, including:
Program prediction module 410, tower and ground for obtaining communication iron tower yet to be built survey parameter, according to the tower with
And at least two sets of underlying parameter schemes that parameter determines communication iron tower yet to be built are surveyed on ground.
It should be noted that the engineering built required for the communication iron tower of different turriforms is different, therefore carrying out communication iron
Before the quantities measuring and calculating of tower, not only it needs to be determined that communication iron tower will the ground of build area survey parameter, be also predefined yet to be built
The turriform of communication iron tower can obtain the basis of communication iron tower yet to be built to survey parameter and the turriform of communication iron tower in combination
Parametric scheme.
First quantities calculates module 420, and for being directed to each underlying parameter scheme, calculate that communication iron tower yet to be built includes is more
A corresponding first quantities measuring and calculating value of quantities module.
Wherein, the first quantities measuring and calculating value is the whole project corresponding to each quantities module.According to engineering design need
It wants, communication iron tower yet to be built may include the underlying parameter scheme more covered.Often set underlying parameter scheme has corresponding multiple engineerings
Module is measured, and each quantities module is corresponding with multiple engineerings again.The quantities of each engineering is calculated and summarized, it must
To the first engineering measuring and calculating value of quantities module.
Second quantities calculates module 430, for calculating the sum of corresponding first quantities of multiple quantities modules,
Obtain second quantities measuring and calculating value of the communication iron tower yet to be built under corresponding underlying parameter scheme.
Wherein, the first engineering measuring and calculating value is the total quantities of each quantities module.Since each quantities module has
Corresponding multiple engineerings, and each engineering also has corresponding quantities, then each engineering in quantities module is calculated
After quantities, the total quantities of the quantities module is obtained.
Optimal case determining module 440, for the second quantities measuring and calculating value under more each underlying parameter scheme, from described
At least two sets of underlying parameter schemes determine optimal basic parametric scheme, obtain corresponding second engineering of optimal basic parametric scheme
Measure calculation value, the quantities measuring and calculating value as communication iron tower yet to be built.
Wherein, the second quantities measuring and calculating value is often to cover the corresponding total quantities of underlying parameter scheme.Basic ginseng will often be covered
After second quantities measuring and calculating value of number scheme is compared, the basis corresponding to the second wherein minimum quantities measuring and calculating value is obtained
The underlying parameter scheme is then determined as optimal basic parametric scheme, by the second engineering of the underlying parameter scheme by parametric scheme
Measure the quantities measuring and calculating value that calculation value is determined as communication iron tower yet to be built.
The quantities of above-mentioned communication iron tower calculates device, obtains communication iron yet to be built by program prediction module 410 first
The turriform of tower and ground survey parameter after, determine the underlying parameter scheme of the steel tower, then by the first quantities measuring and calculating module 420,
The quantities for calculating each underlying parameter scheme obtains multiple quantities modules corresponding that communication iron tower yet to be built includes
One quantities measuring and calculating value;Calculate module 430 and optimal case determining module 440 finally by the second quantities, it is each comparing
After the quantities of underlying parameter scheme obtains the quantities of optimal base case, made according to the quantities of the optimal base case
For the quantities of communication iron tower yet to be built, to solve the problems, such as to be difficult to effectively calculate the quantities for building communication iron tower.
The first quantities measuring and calculating module 420 includes in one of the embodiments,:According to each underlying parameter scheme,
Obtain multiple quantities modules that communication iron tower yet to be built includes;The corresponding multiple engineerings of each quantities module are obtained, according to each work
The corresponding design specification of journey calculates the quantities of each engineering, is accumulated by the whole project corresponding to each quantities module, makees
For the first quantities measuring and calculating value of each quantities module.Wherein, design specification herein is industry design specification, including building ground
In base foundation design code, high-rise structural design specifications, Code for design of concrete structures and communication iron tower standard collective drawings V1.3
It is one or more.Each underlying parameter scheme is corresponding with multiple and different quantities modules, and each quantities module is corresponding with more
A engineering.With reference to design specification and underlying parameter scheme, calculate in quantities module after the quantities of each engineering, by quantities
The quantities of all engineerings is summarized in module, to obtain the quantities measuring and calculating value of quantities module.
As shown in figure 5, Fig. 5, which is the quantities of another embodiment communication iron tower, calculates the structural schematic diagram of device, including:
Underlying parameter program prediction module 510, tower and ground for obtaining communication iron tower yet to be built survey parameter, according to institute
It states tower and at least two sets of underlying parameter schemes that parameter determines communication iron tower yet to be built is surveyed on ground.
It should be noted that the engineering built required for the communication iron tower of different turriforms is different, therefore carrying out communication iron
Before the quantities measuring and calculating of tower, not only it needs to be determined that communication iron tower will the ground of build area survey parameter, be also predefined yet to be built
The turriform of communication iron tower can obtain the basis of communication iron tower yet to be built to survey parameter and the turriform of communication iron tower in combination
Parametric scheme.
Quantities measuring and calculating module 520 calculates multiple quantities that communication iron tower yet to be built includes for each underlying parameter scheme
The corresponding first quantities measuring and calculating value of module.
Wherein, the first quantities measuring and calculating value is the whole project corresponding to each quantities module.According to engineering design need
It wants, communication iron tower yet to be built may include the underlying parameter scheme more covered.Often set underlying parameter scheme has corresponding multiple engineerings
Module is measured, and each quantities module is corresponding with multiple engineerings again.The quantities of each engineering is calculated and summarized, it must
To the first engineering measuring and calculating value of quantities module.
Quantities summarizing module 530, according to the corresponding first quantities measuring and calculating value of multiple quantities modules, calculating waits for
Build second quantities measuring and calculating value of the communication iron tower under corresponding underlying parameter scheme.
Wherein, the first engineering measuring and calculating value is the total quantities of each quantities module.Since each quantities module has
Corresponding multiple engineerings, and each engineering also has corresponding quantities, then each engineering in quantities module is calculated
After quantities, the total quantities of the quantities module is obtained.
Design drawing generates 540, the second quantities measuring and calculating value under more each underlying parameter scheme, from least two sets of bases
Plinth parametric scheme determines optimal basic parametric scheme, according to the optimal basic parametric scheme, generates communication iron tower pair yet to be built
The design drawing answered.
Wherein, the second quantities measuring and calculating value is often to cover the corresponding total quantities of underlying parameter scheme.Basic ginseng will often be covered
After second quantities measuring and calculating value of number scheme is compared, the basis corresponding to the second wherein minimum quantities measuring and calculating value is obtained
The underlying parameter scheme is then determined as optimal basic parametric scheme, and is generated according to optimal basic parametric scheme by parametric scheme
The CAD design figure of communication iron tower.
The quantities of above-mentioned communication iron tower calculates device, is obtained first by underlying parameter program prediction module 510 yet to be built
Communication iron tower turriform and survey parameter after, determine the underlying parameter scheme of the steel tower, module then calculated by quantities
520, the quantities of each underlying parameter scheme is calculated, multiple quantities modules that communication iron tower yet to be built includes is obtained and respectively corresponds to
The first quantities measuring and calculating value;Finally by quantities summarizing module 530 and design drawing generation module 540, each base is being compared
After the quantities of plinth parametric scheme obtains the quantities of optimal base case, communication yet to be built is generated according to optimal base case
The corresponding CAD design figure of steel tower.
In one of the embodiments, design drawing generation module 540 be used for the parameter in optimal basic parametric scheme into
Row correction.Since the parameter in the optimal basic parametric scheme of acquisition may not all meet the design specification of steel tower,
Before generating design drawing, need according to industry design specification detect underlying parameter scheme in parameter whether specification.Join when detecting
After number does not meet specification, then after being corrected to parameter, the design of communication iron tower yet to be built is generated further according to the parameter after correction
Figure.
The tower of communication iron tower yet to be built includes in one of the embodiments,:Single-pipe tower and three towers;Parameter packet is surveyed on ground
It includes:Great soil group type, soil thickness, cohesive strength, internal friction angle, native unit weight, foundation bearing capacity, end resistance, pile side resistance, resistance to plucking system
At least one of number and level of ground water.Wherein, it is that engineers and technicians build area progress ground to communication iron tower that parameter is surveyed on ground
The measurement data that matter is reconnoitred.
The tower of communication iron tower yet to be built is single-pipe tower, the engineering that communication iron tower yet to be built includes in one of the embodiments,
Measuring module includes:Isolated footing, single-pile foundation, four Pile-supported stand foundations and anchor rod foundation;If the tower of communication iron tower yet to be built is three
Tower, the quantities module that communication iron tower yet to be built includes include:Raft foundation, pile foundation and anchor rod foundation.Wherein, each engineering
It includes multiple engineerings to measure module again, if single-pipe tower isolated footing includes engineering:It is vertical that plate is wide, plate thickness, column indulge muscle, column tie-bar and plate
Muscle;Single-pipe tower single-pile foundation includes engineering:Stake is long and muscle is indulged in stake;Four Pile-supported stand foundation of single-pipe tower includes:Cushion cap width, cushion cap are high
The vertical muscle of degree, column, column tie-bar, cushion cap arrangement of reinforcement, stake is long and muscle is indulged in stake;Single-pipe tower anchor rod foundation includes:Bolt diameter and quantity and base
Plinth size, column indulge muscle, column tie-bar, plate and indulge muscle and anchor pole.Three tower raft foundation include engineering:Plate is wide, plate thickness, column indulge muscle, column
Stirrup and plate indulge muscle;Three tower pile foundations include:Stake is long and muscle is indulged in stake;Single-pipe tower anchor rod foundation includes engineering:Bolt diameter with
Quantity and key dimension, column indulge muscle, column tie-bar, plate and indulge muscle and anchor pole.
Based on example as described above, a kind of computer equipment is also provided in one embodiment, the computer equipment packet
The computer program that includes memory, processor and storage on a memory and can run on a processor, wherein processor executes
The method that the quantities measuring and calculating such as any one communication iron tower in the various embodiments described above is realized when described program.
Above computer equipment is realized efficiently measuring and calculating and built and led to by the computer program run on the processor
Believe the quantities of steel tower.
One of ordinary skill in the art will appreciate that realizing all or part of flow in above-described embodiment method, being can be with
Relevant hardware is instructed to complete by computer program, it is non-volatile computer-readable that the program can be stored in one
It takes in storage medium, in the embodiment of the present invention, which can be stored in the storage medium of computer system, and by the calculating
At least one of machine system processor executes, and includes the flow such as the embodiment of above-mentioned each sleep householder method with realization.Its
In, the storage medium can be magnetic disc, CD, read-only memory (Read-Only Memory, ROM) or random storage
Memory body (RandomAccess Memory, RAM) etc..
Accordingly, a kind of storage medium is also provided in one embodiment, is stored thereon with computer program, wherein the journey
The method that the quantities measuring and calculating such as any one communication iron tower in the various embodiments described above is realized when sequence is executed by processor.
Above computer storage medium realizes efficiently measuring and calculating and builds communication iron tower by the computer program of its storage
Quantities.
Each technical characteristic of embodiment described above can be combined arbitrarily, to keep description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
Several embodiments of the invention above described embodiment only expresses, the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to the protection of the present invention
Range.Therefore, the protection domain of patent of the present invention should be determined by the appended claims.
Claims (10)
1. a kind of engineering method for measuring and calculating of communication iron tower, which is characterized in that including:
The tower and ground for obtaining communication iron tower yet to be built survey parameter, and surveying parameter according to the tower and ground determines communication iron yet to be built
At least two sets of underlying parameter schemes of tower;
For each underlying parameter scheme, corresponding first engineering of multiple quantities modules that communication iron tower yet to be built includes is calculated
Measure calculation value;
According to the corresponding first quantities measuring and calculating value of multiple quantities modules, communication iron tower yet to be built is calculated in corresponding basis ginseng
The second quantities measuring and calculating value under number scheme;
Compare the second quantities measuring and calculating value under each underlying parameter scheme, is determined most from least two sets of underlying parameter schemes
Excellent underlying parameter scheme obtains the corresponding second quantities measuring and calculating value of optimal basic parametric scheme, as communication iron tower yet to be built
Quantities measuring and calculating value.
2. the engineering method for measuring and calculating of communication iron tower according to claim 1, which is characterized in that including:It determines optimal
After underlying parameter scheme, further include:
According to the optimal basic parametric scheme, the corresponding design drawing of communication iron tower yet to be built is generated.
3. the engineering method for measuring and calculating of communication iron tower according to claim 2, which is characterized in that according to the optimal base
Plinth parametric scheme further includes before generating the corresponding design drawing of communication iron tower yet to be built:
Parameter in optimal basic parametric scheme is corrected.
4. the engineering method for measuring and calculating of communication iron tower according to claim 2, which is characterized in that
The tower of communication iron tower yet to be built includes:Single-pipe tower and three towers;
Parameter is surveyed on ground:Great soil group type, soil thickness, cohesive strength, internal friction angle, native unit weight, foundation bearing capacity, end resistance,
At least one of pile side resistance, anti-pulls coefficient, level of ground water.
5. the engineering method for measuring and calculating of communication iron tower according to claim 4, which is characterized in that if communication iron tower yet to be built
Tower is single-pipe tower, and the quantities module that communication iron tower yet to be built includes includes:Isolated footing, single-pile foundation, four Pile-supported stand foundations
And anchor rod foundation;
If the tower of communication iron tower yet to be built is three towers, the quantities module that communication iron tower yet to be built includes includes:Raft foundation, stake
Basis and anchor rod foundation.
6. the engineering method for measuring and calculating of communication iron tower according to any one of claims 1 to 4, which is characterized in that described to be directed to
Each underlying parameter scheme calculates the corresponding first quantities measuring and calculating value of multiple quantities modules that communication iron tower yet to be built includes
The step of include:
According to each underlying parameter scheme, multiple quantities modules that communication iron tower yet to be built includes are obtained;
The corresponding multiple engineerings of each quantities module are obtained, the engineering of each engineering is calculated according to the corresponding design specification of each engineering
Amount, is accumulated by the whole project corresponding to each quantities module, the first quantities measuring and calculating value as each quantities module.
7. a kind of quantities of communication iron tower calculates device, which is characterized in that including:
Program prediction module, tower and ground for obtaining communication iron tower yet to be built are surveyed parameter, are surveyed according to the tower and ground
Parameter determines at least two sets of underlying parameter schemes of communication iron tower yet to be built;
First quantities calculates module, for being directed to each underlying parameter scheme, calculates multiple engineerings that communication iron tower yet to be built includes
Measure the corresponding first quantities measuring and calculating value of module;
Second quantities measuring and calculating module is waited for for calculating the sum of corresponding first quantities of multiple quantities modules
Build second quantities measuring and calculating value of the communication iron tower under corresponding underlying parameter scheme;
Optimal case determining module, for the second quantities measuring and calculating value under more each underlying parameter scheme, from described at least two
Set underlying parameter scheme determines optimal basic parametric scheme, obtains the corresponding second quantities measuring and calculating of optimal basic parametric scheme
Value, the quantities measuring and calculating value as communication iron tower yet to be built.
8. the engineering method for measuring and calculating of communication iron tower according to claim 7, which is characterized in that further include that design drawing generates
Module, for according to the optimal basic parametric scheme, generating the corresponding design drawing of communication iron tower yet to be built.
9. a kind of computer readable storage medium, is stored thereon with computer program, which is characterized in that the program is held by processor
The step of engineering method for measuring and calculating of any communication iron tower of claim 1 to 6 is realized when row.
10. a kind of computer equipment, including memory, processor and storage are on a memory and the meter that can run on a processor
Calculation machine program, which is characterized in that the processor realizes claim 1 to 6 any communication iron when executing described program
The step of engineering method for measuring and calculating of tower.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810171820.5A CN108460211A (en) | 2018-03-01 | 2018-03-01 | Engineering method for measuring and calculating, device, computer equipment and the storage medium of communication iron tower |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810171820.5A CN108460211A (en) | 2018-03-01 | 2018-03-01 | Engineering method for measuring and calculating, device, computer equipment and the storage medium of communication iron tower |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108460211A true CN108460211A (en) | 2018-08-28 |
Family
ID=63219694
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810171820.5A Pending CN108460211A (en) | 2018-03-01 | 2018-03-01 | Engineering method for measuring and calculating, device, computer equipment and the storage medium of communication iron tower |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108460211A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109543296A (en) * | 2018-11-21 | 2019-03-29 | 广东南方电信规划咨询设计院有限公司 | It is a kind of for communicating the software systems and calculation method of civil Engineering Design |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103617243A (en) * | 2013-11-28 | 2014-03-05 | 国家电网公司 | System and method for automatically generating project amount and drawing CAD chart |
CN104008241A (en) * | 2014-05-27 | 2014-08-27 | 江苏省电力设计院 | System and method for multi-window linked line selection and tower arrangement positioning of power transmission lines |
CN106202831A (en) * | 2016-08-10 | 2016-12-07 | 中国建筑第八工程局有限公司 | A kind of pipeline layout optimization method based on BIM |
CN107194522A (en) * | 2017-06-28 | 2017-09-22 | 中国电力工程顾问集团西南电力设计院有限公司 | A kind of serial planning method of 1100kV extra high voltage direct current transmission lines shaft tower |
-
2018
- 2018-03-01 CN CN201810171820.5A patent/CN108460211A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103617243A (en) * | 2013-11-28 | 2014-03-05 | 国家电网公司 | System and method for automatically generating project amount and drawing CAD chart |
CN104008241A (en) * | 2014-05-27 | 2014-08-27 | 江苏省电力设计院 | System and method for multi-window linked line selection and tower arrangement positioning of power transmission lines |
CN106202831A (en) * | 2016-08-10 | 2016-12-07 | 中国建筑第八工程局有限公司 | A kind of pipeline layout optimization method based on BIM |
CN107194522A (en) * | 2017-06-28 | 2017-09-22 | 中国电力工程顾问集团西南电力设计院有限公司 | A kind of serial planning method of 1100kV extra high voltage direct current transmission lines shaft tower |
Non-Patent Citations (2)
Title |
---|
吕建春等: "新建通信铁塔最优设计造价的快速分析工具", 《科技资讯》 * |
胡龙等: "珠三角地区泥沼地形条件下送电线路铁塔方案综合经济性比较", 《中华建设》 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109543296A (en) * | 2018-11-21 | 2019-03-29 | 广东南方电信规划咨询设计院有限公司 | It is a kind of for communicating the software systems and calculation method of civil Engineering Design |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Dar et al. | Evaluation of ASCE 43-05 seismic design criteria for rocking objects in nuclear facilities | |
WO2019232667A1 (en) | Sensor arrangement method for reducing uncertainty in structural mode identification | |
Prowell et al. | Shake table testing and numerical simulation of a utility‐scale wind turbine including operational effects | |
CN101915733B (en) | Frequency change-based structural damage degree assessment method | |
CN102959489A (en) | Memory power estimation by means of calibrated weights and activity counters | |
CN106033510A (en) | Method and system for identifying user equipment | |
CN102759573A (en) | Frequency change-based structure damage positioning and damage degree evaluating method | |
CN106556877B (en) | A kind of earth magnetism Tonghua method and device | |
CN106323575B (en) | The reinforced concrete frame structure performance test methods of bottom steel core concrete column | |
CN106327023A (en) | Method and device for measuring transmission project man hour quota | |
CN111336985B (en) | Monitoring method and device for goaf iron tower, storage medium and electronic equipment | |
CN108460211A (en) | Engineering method for measuring and calculating, device, computer equipment and the storage medium of communication iron tower | |
CN108827145A (en) | A kind of rural holding house site area measurement method and system | |
CN115688607A (en) | Band-shaped cross-sea quasi-geoid refinement method based on multi-channel spectrum combination | |
CN108877969B (en) | Nuclear power theoretical model establishing and verifying method, system and terminal equipment | |
Zhang et al. | Bayesian updating model for structural vibration–induced hydrodynamic added mass of rectangular pile cap submerged in water | |
CN109800508A (en) | The calculation method and terminal device of the empty top plate thickness at rock-socketed piles end | |
CN106895832B (en) | A kind of angular velocity signal analogy method of Gyro | |
CN114841077A (en) | Wind power prediction method, device and medium | |
CN114812733A (en) | Water conservancy industry reservoir capacity monitoring system and implementation method | |
CN109284538A (en) | A kind of bridge slope pile foundation length reduction method | |
CN109460627A (en) | The method and apparatus of full tower crane revolving platform static(al) simulation analysis | |
CN108062436A (en) | The pull out force detection method and system of rock-bolt | |
CN115075309B (en) | Pile shaft axial force and side friction resistance testing system and method | |
CN107230005A (en) | A kind of data processing method and equipment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180828 |
|
RJ01 | Rejection of invention patent application after publication |