CN110414015A - The method and device of electromechanical earthquake-resistant structure scheme checking computations - Google Patents
The method and device of electromechanical earthquake-resistant structure scheme checking computations Download PDFInfo
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Abstract
The present invention provides a kind of method and devices of electromechanical earthquake-resistant structure scheme checking computations, and method includes: the project information for obtaining and being pre-created, and generate cloth point data according to the characterisitic parameter of drawing in project information and anti-seismic structure model；First time mechanics check computation is carried out to obtain checking computation results to cloth point data generated, the reinforcement point in cloth point data is adjusted according to checking computation results；The step of repetition is adjusted the reinforcement point in cloth point data matches up to the checking computations requirement in final checking computation results and project information；Arrangement and method for construction is generated according to final checking computation results, and the reinforcement point in arrangement and method for construction is numbered and is marked.By carrying out automation checking computations to electromechanical earthquake-resistant structure scheme, and reinforcement point is adjusted according to checking computation results, improves the efficiency of arrangement and method for construction checking computations, can be realized material loss control and cost accounting, meet the actual needs.
Description
Technical field
The present invention relates to building scheme checking computations technical field more particularly to a kind of methods of electromechanical earthquake-resistant structure scheme checking computations
And device.
Background technique
Earthquake is unpredictable, reduces the secondary disaster that earthquake disaster, especially reduction earthquake cause, focuses on reinforcement for building
Build the design work of the antidetonation protection of object functionality facility.In the design of traditional earthquake-resistant structure object, because antidetonation protection
Design work practical range is narrow, market is small, is not enough to that enterprise's investment resource is supported to do further technological development and research, because
And lack corresponding standard and design method.
When having carried out building the design work of antidetonation protection of object functionality facility since in recent years, since technology is come to a halt,
Extremely traditional engineering thinking mode is still rested on, is established in the prior art in the technical design efficiency of CAD and REVIT
It is low, and prior art the problems such as that there are coordinating efficiencies is low, material loss is not easy to control, cost accounting is difficult, thus it is existing
Technical method, which cannot achieve, carries out efficient checking computations to electromechanical earthquake-resistant structure scheme.
Summary of the invention
Place in view of above-mentioned deficiencies of the prior art, the purpose of the present invention is to provide a kind of electromechanical earthquake-resistant structure schemes to test
The method and device of calculation, it is intended to which solving existing technical method cannot achieve to the progress high efficiency checking computations of electromechanical earthquake-resistant structure scheme
The problem of.
The embodiment of the invention provides a kind of methods of electromechanical earthquake-resistant structure scheme checking computations comprising:
The project information being pre-created is obtained, it is raw according to the characterisitic parameter of drawing in project information and anti-seismic structure model
At cloth point data；
First time mechanics check computation is carried out to obtain checking computation results, according to checking computation results to layouting to cloth point data generated
Reinforcement point in data is adjusted；
The step of repetition is adjusted the reinforcement point in cloth point data is up in final checking computation results and project information
Checking computations require match；
Arrangement and method for construction is generated according to final checking computation results, and the reinforcement point in arrangement and method for construction is numbered and is marked.
The method of the electromechanics earthquake-resistant structure scheme checking computations, wherein described according in project information and anti-seismic structure model
The characterisitic parameter of drawing generates cloth point data, comprising:
Obtain project information, in project drawing 1.8KN equipment and expansion joint, expansion joint, establish at subsiding crack it is independent
Reinforcement point；
Independent reinforcement point is established in pipeline turning and infall in project drawing；
From in project drawing at maximum cross-section, sequence being moved towards along pipeline and is modeled, modeling line segment joins end to end, to obtain
Cloth point data.
The method of the electromechanics earthquake-resistant structure scheme checking computations, wherein described that cloth point data generated is carried out for the first time
Mechanics check computation is to obtain checking computation results, comprising:
Cloth point data and rated load are obtained, according to the position of reinforcement point and rated load in cloth point data, chooses and reinforces
Full-page proof；
According to selected reinforcing full-page proof, mechanics check computation is carried out to obtain checking computation results to the reinforcement point in cloth point data.
The method of the electromechanics earthquake-resistant structure scheme checking computations, wherein the repetition carries out the reinforcement point in cloth point data
The step of adjustment, is until final checking computation results meet after the checking computations in project information require to include, further includes:
Final checking computation results are calculated to be verified according to rated load as a result, generating mechanics according to verification result
Calculated description.
The method of the electromechanics earthquake-resistant structure scheme checking computations, wherein described generates construction according to final checking computation results
Scheme, comprising:
According to finally checking as a result, generating the arrangement and method for construction comprising construction sensor distributing and reinforcement point bill of quantities；
The bill of materials is generated according to reinforcement point bill of quantities；
It is calculated automatically according to the bill of materials and obtains construction cost.
The embodiment of the invention also provides a kind of devices of electromechanical earthquake-resistant structure scheme checking computations, wherein includes:
It layouts data generating unit, for obtaining the project information being pre-created, according to project information and anti-seismic structure mould
The characterisitic parameter of drawing generates cloth point data in type；
Check adjustment unit, for cloth point data generated carry out first time mechanics check computation to obtain checking computation results,
The reinforcement point in cloth point data is adjusted according to checking computation results；
Checking computations require matching unit, for repeating the step of being adjusted to the reinforcement point in cloth point data until final
Checking computation results require to match with the checking computations in project information；
Arrangement and method for construction generation unit, for generating arrangement and method for construction according to final checking computation results, and in arrangement and method for construction
Reinforcement point is numbered and marks.
The device of the electromechanics earthquake-resistant structure scheme checking computations, wherein the data generating unit of layouting, comprising:
First reinforcement point generation unit, for obtaining project information, 1.8KN equipment and expansion joint in project information,
Independent reinforcement point is established at expansion joint, subsiding crack；
Second reinforcement point generation unit turns for the pipeline in project information and infall establishes independent reinforcing
Point；
Modeling unit, for from project information at maximum cross-section, move towards sequence along pipeline and model, modeling line segment is first
Tail is connected, to obtain cloth point data.
The device of the electromechanics earthquake-resistant structure scheme checking computations, wherein the checking computations adjustment unit, further includes:
Full-page proof selection unit is reinforced, for obtaining cloth point data and rated load, according to the position of reinforcement point in cloth point data
It sets and full-page proof is reinforced in rated load, selection；
Checking computation results generation unit, for carrying out power to the reinforcement point in cloth point data according to selected reinforcing full-page proof
Checking computations are learned to obtain checking computation results.
The device of the electromechanics earthquake-resistant structure scheme checking computations, wherein the checking computations require in matching unit further include:
Mechanics Calculation book generation unit, for being calculated according to rated load to final checking computation results to be verified knot
Fruit generates mechanics calculated description according to verification result.
The device of the electromechanics earthquake-resistant structure scheme checking computations, wherein the arrangement and method for construction generation unit, comprising:
Sensor distributing and reinforcement point bill of quantities generation unit, for according to finally checking as a result, generating comprising applying
The arrangement and method for construction of work sensor distributing and reinforcement point bill of quantities；
Bill of materials generation unit, for generating the bill of materials according to reinforcement point bill of quantities；
Construction cost Accounting unit obtains construction cost for calculating automatically according to the bill of materials.
The method and device of a kind of electromechanical earthquake-resistant structure scheme checking computations provided by the invention, by electromechanical earthquake-resistant structure side
Case carries out automation checking computations, realizes the mobile application for being detached from CAD and BIM software, is modeling, receives in the drawing in-depth stage
Collection uploads cloud data, hereafter, i.e., using cloud data, is detached from CAD and REVIT, can cooperate in mobile terminal, completes BIM reason
The landing of thought is implemented, and the digital management of really building life cycle management is achieved at low cost.According to the more cloth points of checking computation results
Reinforcement point in is adjusted, and to the efficiency that arrangement and method for construction is checked, and can be realized to carrying out material in arrangement and method for construction
Loss control and cost accounting meet actual use demand.
Detailed description of the invention
Fig. 1 is the method flow diagram of the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 1 a is the plane of protective unit and electric distribution signal in the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention
Figure.
Fig. 1 b is electromechanical antidetonation mechanics check computation book schematic diagram in the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 2 is the submethod flow chart of the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 3 is another submethod flow chart of the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 4 is another submethod flow chart of the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 5 is the another method flow chart of the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 6 is the schematic block diagram of the device of the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 7 is the subelement schematic block diagram of the device of the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 8 is another subelement schematic block diagram of the device of the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Fig. 9 is another subelement schematic block diagram of the device of the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Figure 10 is another schematic block diagram of the device of the electromechanical earthquake-resistant structure scheme checking computations of the present invention.
Figure 11 is the schematic diagram of the mechanical analysis in the present invention.
Figure 12 is the schematic diagram of the mechanical analysis in the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are some of the embodiments of the present invention, instead of all the embodiments.Based on this hair
Embodiment in bright, every other implementation obtained by those of ordinary skill in the art without making creative efforts
Example, shall fall within the protection scope of the present invention.
Referring to Fig. 1, Fig. 1 is the method flow diagram of electromechanical earthquake-resistant structure scheme checking computations provided in an embodiment of the present invention, it should
Method is applied in the terminals such as desktop computer, laptop computer, tablet computer.As shown in Figure 1, the method comprising the steps of S101~
S104。
The project information that S101, acquisition are pre-created, according to the characteristic of drawing in project information and anti-seismic structure model
Parameter generates cloth point data.
Technical method in the present invention arranges full-page proof nomography for multiple drawings in conjunction with the characteristics of cloud computing technology,
And generate the anti-seismic structure model comprising multiple drawings, wherein each drawing includes specific characterisitic parameter.Drawing
Different application scenarios are respectively corresponded, according to threeway/four-way and the application scenarios of 90 degree of elbows, system Auto-matching is big accordingly
Master drawing.Wherein, when checking to electromechanical earthquake-resistant structure scheme, multiple drawings in anti-seismic structure model can be obtained, and
It is used cooperatively.
User registers or logs in systems, and registration user is divided into public personal user and enterprise professional user, Gong Zhongyong
Family can only scan seismic hardening node two dimensional code by wechat small routine and obtain the profile information of project electromechanics antidetonation, allow the public can
To participate in supervising the implementation information for building electromechanical antidetonation.Enterprise professional user is then that the specific specific unit for participating in construction project is special
Industry personnel, point designing institute, owner, management, construction, professional subpackage, supervision department (including quality inspection station, construction bureau, seismological bureau, disappear
Anti- office etc.) and supplier (material supplier, modeling supplier, installation labor service supplier), for the supplier in professional user
Real name verification is carried out when registration.
After logging in system by user, project can be created, project can be created after professional user's registration/login and to having created item
Mesh is managed.The essential information of project need to be inputted when creation project, and propose the basic demand to project antidetonation scheme,
Drawing is then uploaded, supplier is modeled by platform automatic matching.
Later, user need to upload drawing, and project association user can upload drawing in any time after creation project.User is also
Can way system carry out modeling management, after uploading drawing, the present apparatus automatically generates modeling task and is published on cloud platform, for infusing in platform
Negotiate on volume certification modeling supplier and creation project user line.Specific modeling process is the CAD plug-in unit based on the end PC
Using for obtaining the spatial positional information and attribute information of seismic hardening object.
Corresponding to each drawing, there is different characterisitic parameters, in the data acquisition phase of characterisitic parameter, as long as according to
Typing is prompted, single or batch modification can be carried out to drawing from now on.
Specifically, seismic hardening object is divided into single system and polyphyly altogether two class of frame structure.Drawing presses sunpender radical
Be divided into two class of single tube and gate, be divided into two class of unidirectional diagonal brace and two-way diagonal brace by diagonal brace quantity, by type of action point lateral (T) and
Longitudinal (T+L) two class in side, is divided into concrete post anchoring, built-in groove, steel construction three classes by root type, is divided into slot by diagonal brace type
Steel, steel pipe, wirerope three classes reinforce type by sunpender and are divided into channel steel reinforcing and steel pipe two classes of reinforcing.These classification applications are in layouting
And in checking computations algorithm.Wherein, T is the T-shaped structure in cloth point data generated, and L is the L in cloth point data generated
Shape structure.
Object is reinforced for variable diameter section, system first reinforces variable diameter section and reinforces the post-reinforcing on full-size pipeline section
Small size section, the mode taken are to model the control in direction.
The logic of layouting of gate full-page proof, circuits sequentially according to T+L-T and layouts.
The logic of layouting of single tube full-page proof, circuits sequentially according to T-T+L and layouts.
Another logic of layouting of this method is: if endpoint 180 degree direction have it is any layout, no longer this endpoint of cloth.If 90 degree of sides
To there is T+L, no longer this endpoint of cloth retains this and layouts if there is T in 90 degree of directions.
In one embodiment, as shown in Fig. 2, step S101 includes sub-step S1011, S1012 and S1013.
S1011, project information is obtained, is built at the 1.8KN equipment and expansion joint, expansion joint, subsiding crack in project information
Stand independent reinforcement point.
S1012, the pipeline turning in project information and infall establish independent reinforcement point.
S1013, from project information at maximum cross-section, along pipeline move towards sequence model, modeling line segment join end to end,
To obtain cloth point data.
S102, first time mechanics check computation is carried out to cloth point data generated to obtain checking computation results, according to checking computation results
Reinforcement point in cloth point data is adjusted.
It in specific embodiment, checks in the specific embodiment of function, need to first list the T and L of each node, and right
T and L are checked, if T or L are unsatisfactory for mechanical property in first time mechanics check computation, are mentioned to the T or L that are unsatisfactory for mechanical property
Adjusted Option option out re-starts mechanics check computation after modifying by modification to cloth point data, until meeting the requirements.
In one embodiment, as shown in figure 3, step S102 includes sub-step S1021 and S1022.
S1021, cloth point data and rated load are obtained, according to the position of reinforcement point and rated load in cloth point data, choosing
Take reinforcing full-page proof.
In specific implementation process, need to according to cloth point data generated, obtain seismic hardening node in cloth point data,
Lateral reinforcing joint, longitudinal reinforcement node, reinforcing joint influence area.
It is required, each reinforcing joint need to be carried out according to specification GB50981-2014 " building electromechanical engineering earthquake resistant design code "
Seismic resistance calculation.It is specifically divided into geological process calculating；Node component weight bearing power calculates；Component performance checking computations.Wherein, water pipe is self-possessed
(air hose Load value is according to national standard according to national standard atlas 03S402 " interior conduit bracket and hanger " for value standard
Atlas 03K102 " suppot hanger of duct "；Cable Load value is according to national standard atlas 04D701 " cable testing bridge installation ").
Specifically, obtaining the seismic hardening node in cloth point data first, and determine node type.In the present embodiment,
The node type of seismic hardening node is lateral+longitudinal type, i.e. T+L shape.
Lateral load in antidetonation reinforcing joint is calculated.
For example, the lateral load of a certain seismic hardening node A point in cloth point data includes lateral load 1, lateral load
2 and lateral load 3.
Lateral load 1 (this section of load): 9.2824/2 × 160 × 9.8=7277 (N)；
Lateral load 2 (front/rear section of load of straight line): 6.381/2 × 160 × 9.8=5003 (N)；
Lateral load 3 (undertakes 90 degree of direction longitudinal loads):
1 section of (6.94+6.6)/2 × 40 × 9.8=2654 (N)；2 section 0 (N).
Then the lateral extent load of A point adds up to 14934 (N).
The longitudinal loading of A point includes longitudinal loading 1, longitudinal loading 2 and longitudinal loading 3.
Longitudinal load 1 (this section of load): 9.824/2 × 160 × 9.8=7277 (N)；
Longitudinal load 2 (front/rear section of load of straight line): 6.381/2 × 160 × 9.8=5003 (N)；
Longitudinal load 3 (undertakes 90 degree of direction lateral loads):
1 section of 6.6/2 × 40 × 9.8=1294 (N)；2 sections (0).
Then the longitudinal extent load of A point adds up to 13574 (N).
It determines: SGE(effect of representative value of gravity load)=gravitational support spacing × linear meter weight (N), gantry bracket
Spacing is by 2 meters of calculating: 2 × 160 × 9.8=3136 (N).
Determine αEKValue, wherein αEK=γ × η × ξ1×ξ2×αmax.This project fortification intensity: 8 degree, 0.20g,
αmax=0.16, ξ2Position parameter takes 1.0, ξ1Coefficient of regime takes 2.0, η classification coefficient: 1.0, γ functional coefficients: 2.0, then basis
Formula is calculated:
αEK=2.0 × 1.0 × 2.0 × 1.0 × 0.16=0.64 > 0.5, according to specification GB50981-2014, " building is electromechanical
Earthquake resistant engineering design specification ", take αEK=0.64.
Determine horizontal earthquake action standard value: F=γ η ξ1ξ2αmaxG, wherein F is horizontal earthquake action standard value, and G is non-
Gravity (the weight of article in related personnel when should include operation, container and medium and locker in pipeline of structural elements
Power)；
It is lateral: Fr=0.64 × 14934=9558 (N)；
It is longitudinal: FL=0.64 × 13574=8687 (N).
S=γG×SGE+γEK×SEKH；
It is lateral: Sr=1.2 × 3136+1.3 × 9558=3763.2+12425.4=16188.6 (N)；
It is longitudinal: SL=1.2 × 3136+1.3 × 8687=3763.2+11293.1=15056.3 (N).
It is lateral to calculate: lateral diagonal component R value: 8950 (N)/groups, diagonal brace quantity: 1 group.
S in calculated resultr=16188 (N) are greater than 8950 (N), then the conclusion of selected reinforcing full-page proof is not pass through.
Do not pass through then Adjusted Option: herein to reinforce Object Endpoint, therefore meeting specification, modification using diagonal brace quantity is increased
Selected reinforcing full-page proof, it is 2 that T increases to diagonal brace quantity, then: Sr=16188 < 8950 × 2, the knot of selected reinforcing full-page proof
By to pass through.
It checks the non-reinforced Object Endpoint in reinforcement point, a reinforcement point can be increased in this reinforcing section, i.e., original point 1 section, now
Divide 2 sections, originally divide 2 sections, divides 3 sections now, and so on.Reinforcement point before deletion, layouts again, checks again, until choosing
Reinforcing full-page proof conclusion be pass through.
Longitudinal checking computations: modification has been carried out due to reinforcing full-page proof at this time, diagonal brace quantity is 4 groups, every group of 89500N, SL=
15056.3N < 4 × 8950, the conclusion of selected reinforcing full-page proof are to pass through.
S1022, according to selected reinforcing full-page proof, mechanics check computation is carried out to be checked to the reinforcement point in cloth point data
As a result.
Mechanics check computation specifically includes lateral checking computations and longitudinal checking computations, wherein lateral checking computations are to the T shape reinforced in full-page proof
Structure is checked, and longitudinal checking computations are to check to the L-shaped structure reinforced in full-page proof.
Lateral checking computations include sunpender checking computations, diagonal brace checking computations and root checking computations.
Slenderness ratio calculation formula:I takes ixOr iyMinimum value between the two.
I.e. for the channel steel of 41*41*2:iy=16.46, take ix；
Sunpender: i is reinforced for M12 screw rodx=13.71；iy=14.02, take ix；
Sunpender: i is reinforced for M16 screw rodx=12.55；iy=12.85, take ix。
Wherein, sunpender is divided into two kinds of specifications of 12mm and 16m, and 12mm that is to say that M12 screw rod reinforces sunpender；16mm that is to say
M16 screw rod reinforces sunpender.
Lateral checking computations include sunpender checking computations, the checking computations of M12 screw rod and the checking computations of M16 screw rod:
Sunpender resistance to compression checking computations:It needs to check
Slenderness ratio reinforces sunpender, is allowed to slenderness ratio less than or equal to 100；Selected reinforcing full-page proof can be checked according to this data.
The checking computations of M12 screw rod:
N=2 is to reinforce sunpender radical；
M12 screw rod resistance to compression checking computations:
Meet intensity requirement.
The checking computations of M12 screw rod slenderness ratio:
, H unit is mm；Meet slenderness ratio requirement.
The checking computations of M12 screw rod overall stability:
Wherein,For stability coefficient, its value depends on slenderness ratio λ, according to the size of λ, tables look-up 1:M12 screw rod monolithic stability is met the requirements.
Table 1
The carrying checking computations of M12 screw rod tension:
It meets the requirements.
The checking computations of M16 screw rod:
M16 screw rod resistance to compression checking computations:
Meet intensity requirement.
The checking computations of M16 screw rod slenderness ratio:
H unit is mm；Meet intensity requirement.
The checking computations of M16 screw rod overall stability:
Wherein,For stability coefficient, its value depends on slenderness ratio λ, according to the size of λ,Specific value pass through
It tables look-up and 2 obtains.
Table 2
The monolithic stability of M16 screw rod is met the requirements.
The carrying checking computations of M16 screw rod tension:
It meets the requirements.
IfThen it is not required to checking computations slenderness ratio, it is only necessary to tensile bearing capacity is checked, it can be according to this data
Selected reinforcing full-page proof is checked.
Diagonal brace mechanics check computation:
Diagonal brace checking computations are carried out to selected reinforcing full-page proof according to mechanics principle.For example, a certain in full-page proof for reinforcing
Point V, as shown in figure 11.
It can be obtained by mechanics decomposition:
Wherein, n=diagonal brace quantity；The reinforcing full-page proof that diagonal brace unidirectional for single tube, gate monocline support: n=1；For single tube
The reinforcing full-page proof of two-way diagonal brace: n=2；The reinforcing full-page proof of diagonal brace two-way for gate: n=2.
In the present embodiment, n=2,
The mechanics check computation that mechanics check computation further includes diagonal brace channel steel is carried out to diagonal brace, the mechanics check computation of diagonal brace channel steel includes diagonal brace
The monolithic stability of axial compression checking computations, the slenderness ratio checking computations of diagonal brace and diagonal brace checks.
The checking computations of diagonal brace axial compression:
Intensity is met the requirements.
Diagonal brace axial tension strength checking:
Intensity is met the requirements.
The slenderness ratio of diagonal brace checks:
Intensity is met the requirements.
The monolithic stability of diagonal brace checks:
Wherein,For stability coefficient, its value depends on slenderness ratio λ, according to the size of λ,Specific value table look-up
3 obtain:Then monolithic stability is met the requirements.
Table 3
Root checking computations:
Root form: concrete post anchoring/concrete embedded slot/steel construction (welding)；Only has concrete post anchoring at present
Examining report.
Anchor bolt bearing capacity, anchor bolt bearing capacity include anchor after expansion anchor concrete post anchoring and rear base expanding and base expanding anchor bolt concrete
Gu.
Expansion anchor concrete post anchoring:
Tension: 42000N (M12)；51100N(M16)；Shearing resistance 23800N (M12)； 49900N(M16).
Base expanding and base expanding anchor bolt concrete post anchoring afterwards:
Tension: 65900N (M12)；113400N(M16)；Shearing resistance 22500N (M12)； 40700N(M16).
Checking computations: load Fb/ sunpender radical or diagonal brace quantity < corresponding specification anchor bolt/built-in groove/steel component and fitting tensile strength.
For the certain point a reinforced in full-page proof, force analysis is as shown in figure 12.
For diagonal brace anchor bolt, single anchor bolt tensile bearing capacity checking computations are as follows:
It meets the requirements.N is diagonal brace quantity；
For sunpender tensile bearing capacity, single anchor bolt tensile bearing capacity checks process are as follows:
It meets the requirements.
Wherein, n2 is sunpender quantity, single tube n2=1, gate n2=2.
Only need checking computations diagonal brace anchor bolt:
It meets the requirements,
Strength checking:
The stress sectional area for looking into the bolt of related data is A12=84.3mm2, A16=157mm2；
Wherein, A is anchor bolt effective sectional area；Calculated result is to meet shearing strength requirement.
Antidetonation connector strength checking:
Meet intensity requirement.
Longitudinal checking computations, longitudinal checking computations include sunpender checking computations, diagonal brace checking computations and root checking computations.
Sunpender checking computations, sunpender resistance to compression checking computations:
Slenderness ratio need to be checked, sunpender is reinforced, makes
Slenderness ratio be less than or equal to 100；Selected reinforcing full-page proof can be checked according to this data.
M12 screw rod checking computations, wherein reinforce sunpender radical n=2.
M12 screw rod resistance to compression checking computations:
Meet intensity requirement.
The checking computations of M12 screw rod slenderness ratio:
H unit is mm.
Calculated result is to meet slenderness ratio requirement.
The checking computations of M12 screw rod overall stability:
Wherein,For stability coefficient, its value depends on slenderness ratio λ, according to the size of λ, tables look-up 4:Monolithic stability is met the requirements.
Table 4
The carrying checking computations of M12 screw rod tension:
It meets the requirements.
The checking computations of M16 screw rod:
M16 screw rod resistance to compression checking computations:
Meet intensity requirement.
The checking computations of M16 screw rod slenderness ratio:
H unit is mm；Meet intensity requirement.
The checking computations of M16 screw rod overall stability:
Wherein,For stability coefficient, its value depends on slenderness ratio λ, and according to the size of λ, tabling look-up 5 is obtainedTool
Body numerical value, then overall stability is met the requirements.
Table 5
The carrying checking computations of M16 screw rod tension:
It meets the requirements.
IfThen it is not required to checking computations slenderness ratio, it is only necessary to tensile bearing capacity is checked, it can be according to this data to institute
The reinforcing full-page proof of selection is checked.
Diagonal brace checking computations.
Diagonal brace checking computations are carried out to selected reinforcing full-page proof according to mechanics principle.For example, a certain in full-page proof for reinforcing
Point V, as shown in figure 11.
It can be obtained by mechanics decomposition:
Wherein, n=diagonal brace quantity；The reinforcing full-page proof of diagonal brace unidirectional for single tube: n=1；For the support of gate monocline, single tube
The reinforcing full-page proof of two-way diagonal brace: n=2；The reinforcing full-page proof of diagonal brace two-way for gate: n=4.
In the present embodiment, n=4,
The mechanics check computation that mechanics check computation further includes diagonal brace channel steel is carried out to diagonal brace, the mechanics check computation of diagonal brace channel steel includes diagonal brace
The monolithic stability of axial compression checking computations, the slenderness ratio checking computations of diagonal brace and diagonal brace checks.
The checking computations of diagonal brace axial compression:
Intensity is met the requirements.
Diagonal brace axial tension strength checking:
Intensity is met the requirements.
The slenderness ratio of diagonal brace checks:
Meet rigidity requirement.
The monolithic stability of diagonal brace checks:
Wherein,For stability coefficient, its value depends on slenderness ratio λ, and according to the size of λ, tabling look-up 6 is obtainedThen overall stability is met the requirements.
Table 6
Root checking computations:
Root form: concrete post anchoring/concrete embedded slot/steel construction (welding)；Only has concrete post anchoring at present
Examining report.
Anchor bolt bearing capacity, anchor bolt bearing capacity include anchor after expansion anchor concrete post anchoring and rear base expanding and base expanding anchor bolt concrete
Gu.
Expansion anchor concrete post anchoring:
Tension: 42000N (M12)；51100N(M16)；Shearing resistance 23800N (M12)； 49900N(M16).
Base expanding and base expanding anchor bolt concrete post anchoring afterwards:
Tension: 65900N (M12)；113400N(M16)；Shearing resistance 22500N (M12)； 40700N(M16).
Checking computations: load Fb/ sunpender radical or diagonal brace quantity < corresponding specification anchor bolt/built-in groove/steel component and fitting tensile strength.
For the certain point a reinforced in full-page proof, force analysis is as shown in figure 12.
For diagonal brace anchor bolt, single anchor bolt tensile bearing capacity checking computations are as follows:
It meets the requirements.N is diagonal brace quantity；
For sunpender tensile bearing capacity, single anchor bolt tensile bearing capacity checks process are as follows:
It meets the requirements.
Wherein, n2 is sunpender quantity, single tube n2=1, gate n2=2.
Only need checking computations diagonal brace anchor bolt:
It meets the requirements.
Strength checking:
The stress sectional area for looking into the bolt of related data is A12=84.3mm2, A16=157mm2；
Wherein, A is anchor bolt effective sectional area；Calculated result is to meet shearing strength requirement.
Antidetonation connector strength checking:
Meet intensity requirement.
S103, the step of being adjusted to the reinforcement point in cloth point data is repeated until final checking computation results and project are believed
Checking computations in breath require to match.
It requires to match with the checking computations in project information into obtained checking computation results after checking computations excessively, if checking computation results
It requires to match with checking computations, then using this checking computation results as final checking computation results；If checking computation results and checking computations require to mismatch,
The reinforcement point in cloth point data is adjusted according to the method in S102.
It in one embodiment, further include step S1031 as shown in figure 4, after step S103.
S1031, final checking computation results are calculated to be verified according to rated load as a result, raw according to verification result
At Mechanics Calculation book.
Mechanics check computation is calculated according to rated load to obtain checking computation results, if the certain point antidetonation branch in cloth point data
Each component of hanger, connector are all satisfied rated load, then checking computation results are data fit electromechanics shockproof requirements generated of layouting.
According to checking computation results Mechanics Calculation book generated.
S104, generate arrangement and method for construction according to final checking computation results, and the reinforcement point in arrangement and method for construction is numbered and
Mark.
Arrangement and method for construction is generated according to final checking computation results, and arrangement and method for construction is automatically saved, arrangement and method for construction is automatic
After generation, the reinforcement point in arrangement and method for construction generated is numbered and is marked.
Specific step includes, for needing to deliver the project of blueprint, automated import of data, drive CAD in original image again
Details of now layouting (plan view) and drawing/sectional view.
In one embodiment, as shown in figure 4, step S104 includes sub-step S1041, S1042 and S1043.
S1041, according to finally check as a result, generate comprising construction sensor distributing and reinforcement point bill of quantities construction
Scheme.
According to finally checking as a result, system automatically generated only divides lateral/lateral+longitudinal, list by system but regardless of specification
Pipe/single system gate/synthesis gate three classes bill of quantities (is offered) for bid.
S1042, the bill of materials is generated according to reinforcement point bill of quantities.
According to finally checking as a result, showing the inventory and subsystem statistics inventory of each node, master list.
S1043, it is calculated automatically according to the bill of materials and obtains construction cost.
According to the bill of materials, system carries out precisely calculating construction cost automatically, passes through cost benefit adjust automatically business department
Door deduction ratio, can be greatly decreased the management workload of management level.The efficiency of sales quotation system will be greatly improved in the method, pin
It sells personnel independently to offer in system, without examination & approval, quotation, which generates, may know that corresponding this is offered and oneself available how much mention
At.Price negotiation two, para-seismic support supply of material mode can independently be carried out.
Specifically, further include after step S105, the result by arrangement and method for construction generated and finally checked is uploaded to
Cloud Server.
Be uploaded to Cloud Server by the result by arrangement and method for construction generated and finally checked, user can pass through it is mobile eventually
Arrangement and method for construction is read at end and what is finally checked reads and manage to the long-range of arrangement and method for construction as a result, realizing.
After user reads arrangement and method for construction and the result finally checked at the construction field (site), following management function can be realized, move
Apply for checking and examination function, the mobile terminal spot check of moved end site inspection in-depth function, mobile terminal construction guiding function, mobile terminal progress is checked and accepted
Function, store keeping function, mounting cost management function, bidding management function, material cost calculate function.
Function, side prospecting are deepened in mobile terminal site inspection, and the adjustment of side scene checks mechanical property immediately.After work
Former designer's examination & approval are submitted, examination & approval are by can just enter implementation phase of ordering goods.Order form just can be generated, submit total packet, prison
Enter order program after reason, owner's examination & approval.
Mobile terminal is constructed guiding function, and cargo applies for checking and examination apply before marching into the arena to buyer initiation, and online upload offer contract/
Apply for checking and examination material as defined in bidding documents, plans receipt lot/date and confirmation inventory is checked at inventory, scene.Upload corresponding cargo logistics
It is single.
Subsystem divides floor segmentation to provide reinforcement point implementation drawing (PDF), can voluntarily print, and is convenient for field conduct.It is existing
Field installation may need to change, and installation forward direction system submits change to plan, and checking computations pass through, and original design is agreed to, can implement, the same day
In-site installation fact is write down on paper, and uploading system change situation is summarized by technician weekly.There is unique two dimensional code on component 2,
Two dimensional code and system GBXXXX number are established and are contacted, complete completion information after onsite acceptance is complete weekly by technician.Drawing system
One one book of printing, it can be used repeatedly.
Mobile terminal progress is applied for checking and examination function, submits project progress examination & approval online to contract engagement examination side by week/moon.
Function is checked and accepted in mobile terminal spot check, and spot check node installation is at any time for technician, management, owner, quality inspection station
It is no corresponding with cloud data (design).Effectively control construction quality, prevents phenomenon of using inferior materials and turning out substandard goods, adulterate.
Store keeping function, the variation designed and implemented every time can all influence material utilization amount, and implementation feeds back to logistics support
System, production/logistics can realize construction and installation industry 4.0 with summary responses.
Mounting cost management function, installation personnel can in system Automatic-settlement labor cost.
Bidding management function, default bid mode: reinforcement point project amount mode.By the bill of materials, system is precisely calculated into
This reduces the management workload of management level by cost benefit adjust automatically business department deduction ratio.This function will be mentioned greatly
The efficiency of high sales quotation system, sales force independently offer in system, are not necessarily to examination & approval, it is that may know that correspond to this that quotation, which generates,
It offers oneself available how many deduction.Price negotiation two, para-seismic support supply of material mode can independently be carried out.
Material cost calculates function, live material deterioration inside management and control, and statistical system average loss is horizontal, sets up rewarding and punishing
System.The proportion of goods damageds are constantly reduced by system tool and market competition.Profit is improved for construction enterprises, it can be to the cost of building
It is precisely controlled.
Further include step S100 before step S101, the drawing in antidetonation structural model is created.
The process that creation is modeling is carried out to the drawing in antidetonation structural model, modeling method is easy to learn, can be with
Divide professional streamlined operation.Modeling data uploads cloud database in real time.Client uploads drawing to cloud meter after creating project information
Platform is calculated, platform modeling task automatically generates and issue, and bids acquirement for line modeling personnel, according to modeling information and antidetonation knot
The characterisitic parameter of drawing generates cloud cloth point data in structure model, layouts/checks, this function is cloud automatic running program,
After the completion of modeling, system carries out cloth point analysis to the drawing created automatically and checks, and later period scheme has any adjustment, immediately
Checking computations, and prompt checking computation results.
Fig. 1 a and Fig. 1 b is please referred to, wherein Fig. 1 a is protective unit in the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention
And the floor map of electric distribution, Fig. 1 b are that electromechanical antidetonation mechanics is tested in the method for the electromechanical earthquake-resistant structure scheme checking computations of the present invention
Calculate book schematic diagram.When using in the present invention by carrying out automation checking computations to electromechanical earthquake-resistant structure scheme, data source is such as
The plan view of protective unit shown in Fig. 1 a and electric distribution, the result obtained after being checked can be with electromechanics shown in Fig. 1 b
Antidetonation mechanics check computation book is shown.
It is of the invention by carrying out automation checking computations to electromechanical earthquake-resistant structure scheme, realize and be detached from CAD and BIM software
Mobile application, be modeling, collection, upload cloud data in the drawing in-depth stage, hereafter, i.e., using cloud data,
It is detached from CAD and REVIT, can be cooperated in mobile terminal, the landing for completing BIM theory is implemented, and is achieved at low cost and really builds the full longevity
Order the digital management in period.It is adjusted according to the reinforcement point in the more cloth point datas of checking computation results, and arrangement and method for construction progress
The efficiency of checking computations can be realized to material loss control and cost accounting is carried out in arrangement and method for construction, and meeting actual use needs
It asks.
The embodiment of the invention also provides a kind of devices of electromechanical earthquake-resistant structure scheme checking computations.Specifically, referring to Fig. 6,
Fig. 6 is the schematic block diagram of the device of electromechanical earthquake-resistant structure scheme checking computations provided in an embodiment of the present invention.
As shown in fig. 6, the device 10 of electromechanical earthquake-resistant structure scheme checking computations includes layout data generating unit 101, checking computations tune
Whole unit 102, checking computations require matching unit 103 and arrangement and method for construction generation unit 104.
Data generating unit of layouting 101, for obtaining the project information being pre-created, according to project information and anti-seismic structure
The characterisitic parameter of drawing generates cloth point data in model.
In other inventive embodiments, as shown in fig. 7, the data generating unit 101 of layouting includes subelement: first is reinforced
Point generation unit 1011, the second reinforcement point generation unit 1012 and modeling unit 1013.
Adjustment unit 102 is checked, for carrying out first time mechanics check computation to cloth point data generated to obtain checking computations knot
Fruit is adjusted the reinforcement point in cloth point data according to checking computation results.
In other inventive embodiments, as shown in figure 8, the checking computations adjustment unit 102 includes subelement: reinforcing full-page proof and choose
Unit 1021 and checking computation results generation unit 1022.
Full-page proof selection unit 1021 is reinforced, for obtaining cloth point data and rated load, according to reinforcement point in cloth point data
Position and rated load, choose reinforce full-page proof.
Checking computation results generation unit 1022, for being clicked through to the reinforcing in cloth point data according to selected reinforcing full-page proof
Row mechanics check computation is to obtain checking computation results.
Checking computations require matching unit 103, for repeating the step of being adjusted to the reinforcement point in cloth point data until most
Checking computations in whole checking computation results and project information require to match.
In other inventive embodiments, as shown in figure 9, checking computations require in matching unit 103 further include: 1031.
Mechanics Calculation book generation unit 1031, for being calculated final checking computation results to be tested according to rated load
Card is as a result, generate mechanics calculated description according to verification result.
Arrangement and method for construction generation unit 104, for generating arrangement and method for construction according to final checking computation results, and in arrangement and method for construction
Reinforcement point be numbered and mark.
In other inventive embodiments, as shown in Figure 10, the arrangement and method for construction generation unit 104 includes subelement: the side of layouting
Case and reinforcement point bill of quantities generation unit 1041, bill of materials generation unit 1042 and construction cost Accounting unit 1043.
Sensor distributing and reinforcement point bill of quantities generation unit 1041, for being wrapped according to finally checking as a result, generating
The arrangement and method for construction of the sensor distributing containing construction and reinforcement point bill of quantities.
Bill of materials generation unit 1042, for generating the bill of materials according to reinforcement point bill of quantities.
Construction cost Accounting unit 1043 obtains construction cost for calculating automatically according to the bill of materials.
The method and device of a kind of electromechanical earthquake-resistant structure scheme checking computations provided by the invention, by electromechanical earthquake-resistant structure side
Case carries out automation checking computations, realizes the mobile application for being detached from CAD and BIM software, is modeling, receives in the drawing in-depth stage
Collection uploads cloud data, hereafter, i.e., using cloud data, is detached from CAD and REVIT, can cooperate in mobile terminal, completes BIM reason
The landing of thought is implemented, and the digital management of really building life cycle management is achieved at low cost.According to the more cloth points of checking computation results
Reinforcement point in is adjusted, and the efficiency that arrangement and method for construction is checked, and can be realized to carrying out material in arrangement and method for construction
Loss control and cost accounting meet actual use demand.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
Those familiar with the art in the technical scope disclosed by the present invention, can readily occur in various equivalent modifications or replace
It changes, these modifications or substitutions should be covered by the protection scope of the present invention.Therefore, protection scope of the present invention should be with right
It is required that protection scope subject to.
Claims (10)
1. a kind of method of electromechanics earthquake-resistant structure scheme checking computations characterized by comprising
The project information being pre-created is obtained, cloth is generated according to the characterisitic parameter of drawing in project information and anti-seismic structure model
Point data；
First time mechanics check computation is carried out to obtain checking computation results, according to checking computation results to cloth point data to cloth point data generated
In reinforcement point be adjusted；
The step of repetition is adjusted the reinforcement point in cloth point data is up to testing in final checking computation results and project information
It calculates and requires to match；
Arrangement and method for construction is generated according to final checking computation results, and the reinforcement point in arrangement and method for construction is numbered and is marked.
2. the method for electromechanical earthquake-resistant structure scheme checking computations according to claim 1, which is characterized in that described according to project information
And the characterisitic parameter of drawing generates cloth point data in anti-seismic structure model, comprising:
Obtain project information, in project drawing 1.8KN equipment and expansion joint, expansion joint, establish at subsiding crack it is independent plus
Solid point；
Independent reinforcement point is established in pipeline turning and infall in project drawing；
From in project drawing at maximum cross-section, sequence being moved towards along pipeline and is modeled, modeling line segment joins end to end, to be layouted
Data.
3. the method for electromechanical earthquake-resistant structure scheme checking computations according to claim 1, which is characterized in that described to cloth generated
Point data carries out first time mechanics check computation to obtain checking computation results, comprising:
Cloth point data and rated load are obtained, according to the position of reinforcement point and rated load in cloth point data, chooses and reinforces full-page proof；
According to selected reinforcing full-page proof, mechanics check computation is carried out to obtain checking computation results to the reinforcement point in cloth point data.
4. the method for electromechanical earthquake-resistant structure scheme checking computations according to claim 1, which is characterized in that the repetition counts to cloth
The step of reinforcement point in is adjusted until final checking computation results meet after the checking computations in project information require to include,
Further include:
Final checking computation results are calculated to be verified according to rated load as a result, generating Mechanics Calculation according to verification result
Book.
5. the method for electromechanical earthquake-resistant structure scheme checking computations according to claim 1, which is characterized in that described according to final
Checking computation results generate arrangement and method for construction, comprising:
According to finally checking as a result, generating the arrangement and method for construction comprising construction sensor distributing and reinforcement point bill of quantities；
The bill of materials is generated according to reinforcement point bill of quantities；
It is calculated automatically according to the bill of materials and obtains construction cost.
6. a kind of device of electromechanics earthquake-resistant structure scheme checking computations characterized by comprising
It layouts data generating unit, for obtaining the project information being pre-created, according in project information and anti-seismic structure model
The characterisitic parameter of drawing generates cloth point data；
Check adjustment unit, for cloth point data generated carry out first time mechanics check computation to obtain checking computation results, according to
Checking computation results are adjusted the reinforcement point in cloth point data；
Checking computations require matching unit, for repeating the step of being adjusted to the reinforcement point in cloth point data up to final checking computations
As a result it requires to match with the checking computations in project information；
Arrangement and method for construction generation unit, for generating arrangement and method for construction according to final checking computation results, and to the reinforcing in arrangement and method for construction
Point is numbered and marks.
7. the device of electromechanical earthquake-resistant structure scheme checking computations according to claim 6, which is characterized in that the cloth point data generates
Unit, comprising:
First reinforcement point generation unit, it is 1.8KN equipment and expansion joint in project drawing, flexible for obtaining project information
Independent reinforcement point is established at seam, subsiding crack；
Second reinforcement point generation unit turns for the pipeline in project drawing and infall establishes independent reinforcement point；
Modeling unit, for from project drawing at maximum cross-section, along pipeline move towards sequence model, model line segment head and the tail phase
Even, to obtain cloth point data.
8. the device of electromechanical earthquake-resistant structure scheme checking computations according to claim 6, which is characterized in that the checking computations adjustment is single
Member, further includes:
Reinforce full-page proof selection unit, for obtaining cloth point data and rated load, according to the position of reinforcement point in cloth point data and
Rated load is chosen and reinforces full-page proof；
Checking computation results generation unit, for carrying out mechanics to the reinforcement point in cloth point data and testing according to selected reinforcing full-page proof
It calculates to obtain checking computation results.
9. the device of electromechanical earthquake-resistant structure scheme checking computations according to claim 6, which is characterized in that the checking computations require matching
In unit further include:
Mechanics Calculation book generation unit, for being calculated to final checking computation results according to rated load to be verified as a result,
Mechanics calculated description is generated according to verification result.
10. the device of electromechanical earthquake-resistant structure scheme checking computations according to claim 6, which is characterized in that the arrangement and method for construction is raw
At unit, comprising:
Sensor distributing and reinforcement point bill of quantities generation unit, for according to finally check as a result, generate comprising construction cloth
The arrangement and method for construction of point scheme and reinforcement point bill of quantities；
Bill of materials generation unit, for generating the bill of materials according to reinforcement point bill of quantities；
Construction cost Accounting unit obtains construction cost for calculating automatically according to the bill of materials.
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