CN104007717A - Method for monitoring effective depth and effective time of concrete vibration - Google Patents
Method for monitoring effective depth and effective time of concrete vibration Download PDFInfo
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- CN104007717A CN104007717A CN201410177143.XA CN201410177143A CN104007717A CN 104007717 A CN104007717 A CN 104007717A CN 201410177143 A CN201410177143 A CN 201410177143A CN 104007717 A CN104007717 A CN 104007717A
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Abstract
The invention relates to the technology of buildings and provides a method for monitoring the effective depth and effective time of concrete vibration. The method solves the problem that no comprehensive judgment method exists in existing concrete vibration quality monitoring assessment. According to the technical scheme, the method includes the steps that when a vibrating rod is inserted into concrete, a system starts timing, vibration monitoring data are sent at regular intervals, timing is stopped until the vibrating rod is completely pulled out of concrete, and a vibration finishing instruction is sent; after a server end receives the vibration finishing instruction, the effective vibration depth, the effective vibration time, the insertion time and the pulling-out time are calculated according to the vibration monitoring data which are received before and the vibration finishing instruction, and are compared with the largest depth, the longest vibration time, the longest insertion time and the longest pulling-out time in a pre-stored process standard, whether vibration is qualified or not is judged, and a judgment result is represented to users. The method has the advantages of bringing convenience to working personnel for monitoring concrete vibration and being suitable for monitoring concrete vibration.
Description
Technical field
The present invention relates to Building technology, particularly concrete vibrating monitoring technique.
Background technology
Concrete vibrating is the critical process of concreting, and the monitoring of the quality of vibrating in technological process is one of important step of concrete Quality Control with controlling.Concrete vibrating refers to and carries out mechanical pudding to being discharged into the mixing concrete thing of building in storehouse, to meet designing quality requirement.The quality control of vibrating of traditional working-yard, is controlled vibrating spear insertion depth and is inserted angle by extensive empirical data simultaneously, and the duration that vibrates, the process control parameters such as spacing that vibrate, thereby guarantees that concrete vibrating is closely knit.And the actual constructing operation of vibrating is a process that lasting insertion is extracted and vibrated, a same position of vibrating even there will be insertion repeatedly to extract to vibrate, can cause like this accumulation of the vibrate degree of depth and time, merely by the vibrate degree of depth and accumulate vibrating time of the most deeply vibrating of a position of calculatings, reflection construction that can not the be scientific and reasonable process of vibrating, affected to a certain extent the evaluation of the quality of vibrating to constructing, lack at present a kind of comprehensive decision method, the vibrate degree of depth and time of work progress is monitored to evaluation.
Summary of the invention
Object of the present invention be exactly overcome current concrete vibrating quality monitoring evaluate in the shortcoming of the comprehensive decision method of neither one, provide a kind of concrete vibrating significant depth and effective time method for supervising.
The present invention solves its technical matters, and the technical scheme of employing is, concrete vibrating significant depth and effective time method for supervising, it is characterized in that, comprise the following steps:
Step 1, after vibrating spear inserts concrete, system starts timing, and to server end, sends the monitor data that vibrates at regular intervals, until vibrating spear is extracted after concrete completely, stops timing, and sends to server end the instruction of having vibrated;
Step 2, server end receive the instruction of having vibrated, and according to vibrate monitor data and the command calculations of having vibrated that receive the before degree of depth of effectively vibrating;
Step 3, server end calculate effective vibrating time, insertion time and the time of extracting;
Step 4, server end according to the degree of depth of effectively vibrating calculating, effectively vibrating time, insertion time and the time of extracting respectively with the technological specification prestoring in depth capacity, maximum vibrating time, maximum insertion time and the maximum time of extracting compare, whether judgement is vibrated qualified, and judged result is presented to user.
Further, in step 1, described in the monitor data that vibrates at least comprise the actual degree of depth of vibrating.
Concrete, described in vibrate monitor data also comprise sends monitor data time, vibrate insert angle, the orientation angles of vibrating, vibrate point coordinate position and vibrator number.
Concrete, in step 1, described certain hour is designated as Δ t;
In step 2, effectively the vibrate method of the degree of depth of described calculating is: the degree of depth of vibrating that concrete is total is designated as h, and this degree of depth of vibrating is divided into i section, be designated as respectively h1, h2, hi, h=h1+h2+ ... + hi, at each, vibrate in degree of depth section, server end all can receive the Nj bar monitor data that vibrates, vibrating time tj=Nj * Δ t of the degree of depth section of vibrating arbitrarily, total duration t=t1+t2+ that vibrates ... + ti, the quantity of the monitor data that vibrates sending in the whole process of vibrating is N=N1+N2+ ... + Ni, whole, vibrate in process, the computing formula of the significant depth of vibrating D is:
D＝(h1×P1+h2×P2+…+hi×Pi)
＝(h1×t1/T+h2×t2/T+…+hi×ti/T)
＝(h1×N1+h2×N2+…+hi×Ni)×△t/T
＝(h1×N1+h2×N2+…+hi×Ni)/(N1+N2+…+Ni)
Wherein, Pj=Nj/N, refers to the j section weighing factor of the degree of depth to the whole significant depth of vibrating that vibrate, and i is positive integer, and j is the positive integer that is less than or equal to i.
Further, in step 3, calculate effective vibrating time, the method of insertion time and the time of extracting is: the monitor data that vibrates sending for the first time, server end is thought the data of vibrating under insertion state, when sending the monitor data that vibrates for the second time, start, server end receives the monitor data that vibrates at every turn and all judges the degree of depth of once vibrating before whether this degree of depth of vibrating is greater than, if the degree of depth of once vibrating before being greater than is judged to be insertion state, otherwise for extracting state, when being insertion state, and the degree of depth of vibrating is less than while vibrating significant depth, the monitor data that vibrates now receiving is insertion process monitor data, when for extracting state, and the degree of depth of vibrating is less than while vibrating significant depth, and the monitor data that vibrates now receiving is withdrawal process monitor data, when the degree of depth of vibrating is greater than while vibrating significant depth, the monitor data that vibrates now receiving is for the process monitoring data of effectively vibrating, add up respectively insertion process monitor data number M
1, withdrawal process monitor data number M
-1with the process monitoring data number M that effectively vibrates
0, calculate effective vibrating time K, effectively insert time K
1and effectively extract time K
-1, its computing method are respectively:
K＝M×△t
K
1＝M
1×△t
K
-1＝M
-1×△t。
Further, in step 4, judgement is vibrated, and whether qualified method is:
By the depth D of effectively vibrating, compare with the depth capacity Hs in the technological specification prestoring, when D >=Hs, be judged to be the degree of depth of vibrating qualified, when D<Hs, be judged to be the degree of depth of vibrating defective;
By the maximum vibrating time T in effective vibrating time K and the technological specification that prestores
scompare, as K>=T
stime, be judged to be vibrating time qualified, work as K<T
stime, be judged to be vibrating time defective;
By effective insertion time K
1insert time T with the maximum in the technological specification prestoring
dcompare, work as K
1>=T
dtime, be judged to be the insertion time qualified, work as K
1<T
dtime, be judged to be insertion too fast;
By effectively extracting time K
-1extract time T with the maximum in the technological specification prestoring
ucompare, work as K
-1>=T
utime, be judged to be the time of extracting qualified, work as K
-1<T
utime, be judged to be extract too fast.
The invention has the beneficial effects as follows, by above-mentioned concrete vibrating significant depth and effective time method for supervising, considered insertion time and the time of extracting, calculate effectively the vibrate degree of depth and effective vibrating time etc., facilitate staff to monitor.
Embodiment
Below in conjunction with embodiment, describe technical scheme of the present invention in detail.
In concrete vibrating significant depth of the present invention and effective time method for supervising, first when vibrating spear inserts after concrete, system starts timing, and to server end, send the monitor data that vibrates at regular intervals, until vibrating spear is extracted after concrete completely, stop timing, and send to server end the instruction of having vibrated, server end receives and has vibrated after instruction, according to vibrate monitor data and the command calculations of having vibrated that receive the before degree of depth of effectively vibrating, calculate again effective vibrating time, insertion time and the time of extracting, last according to the degree of depth of effectively vibrating calculating, effective vibrating time, insertion time and the time of extracting respectively with the technological specification prestoring in depth capacity, maximum vibrating time, maximum insertion time and the maximum time of extracting compare, whether judgement is vibrated qualified, and judged result is presented to user.
Embodiment
In the embodiment of the present invention concrete vibrating significant depth and effective time method for supervising, comprise the following steps:
Step 1, after vibrating spear inserts concrete, system starts timing, and to server end, sends the monitor data that vibrates at regular intervals, until vibrating spear is extracted after concrete completely, stops timing, and sends to server end the instruction of having vibrated.
In this step, the monitor data that vibrates at least comprises the actual degree of depth of vibrating, and can also comprise and send the time of monitor data, vibrate insertion angle, the orientation angles of vibrating, the information such as point coordinate position and vibrator numbering of vibrating, and in this example, certain hour is designated as to Δ t.
Step 2, server end receive the instruction of having vibrated, and according to vibrate monitor data and the command calculations of having vibrated that receive the before degree of depth of effectively vibrating.
In this step, the method of calculating the degree of depth of effectively vibrating is: the degree of depth of vibrating that concrete is total is designated as h, and this degree of depth of vibrating is divided into i section, be designated as respectively h1, h2, hi, h=h1+h2+ ... + hi, at each, vibrate in degree of depth section, server end all can receive the Nj bar monitor data that vibrates, vibrating time tj=Nj * Δ t of the degree of depth section of vibrating arbitrarily, total duration t=t1+t2+ that vibrates ... + ti, the quantity of the monitor data that vibrates sending in the whole process of vibrating is N=N1+N2+ ... + Ni, whole, vibrate in process, the computing formula of the significant depth of vibrating D is:
D＝(h1×P1+h2×P2+…+hi×Pi)
＝(h1×t1/T+h2×t2/T+…+hi×ti/T)
＝(h1×N1+h2×N2+…+hi×Ni)×△t/T
＝(h1×N1+h2×N2+…+hi×Ni)/(N1+N2+…+Ni)
Wherein, Pj=Nj/N, refers to the j section weighing factor of the degree of depth to the whole significant depth of vibrating that vibrate, and i is positive integer, and j is the positive integer that is less than or equal to i.
Step 3, server end calculate effective vibrating time, insertion time and the time of extracting.
In this step, calculate effective vibrating time, the method of insertion time and the time of extracting is: the monitor data that vibrates sending for the first time, server end is thought the data of vibrating under insertion state, when sending the monitor data that vibrates for the second time, start, server end receives the monitor data that vibrates at every turn and all judges the degree of depth of once vibrating before whether this degree of depth of vibrating is greater than, if the degree of depth of once vibrating before being greater than is judged to be insertion state, otherwise for extracting state, when being insertion state, and the degree of depth of vibrating is less than while vibrating significant depth, the monitor data that vibrates now receiving is insertion process monitor data, when for extracting state, and the degree of depth of vibrating is less than while vibrating significant depth, and the monitor data that vibrates now receiving is withdrawal process monitor data, when the degree of depth of vibrating is greater than while vibrating significant depth, the monitor data that vibrates now receiving is for the process monitoring data of effectively vibrating, add up respectively insertion process monitor data number M
1, withdrawal process monitor data number M
-1with the process monitoring data number M that effectively vibrates
0, calculate effective vibrating time K, effectively insert time K
1and effectively extract time K
-1, its computing method are respectively:
K＝M×△t
K
1＝M
1×△t
K
-1＝M
-1×△t。
Step 4, server end according to the degree of depth of effectively vibrating calculating, effectively vibrating time, insertion time and the time of extracting respectively with the technological specification prestoring in depth capacity, maximum vibrating time, maximum insertion time and the maximum time of extracting compare, whether judgement is vibrated qualified, and judged result is presented to user.
In this step, judgement is vibrated, and whether qualified method is:
By the depth D of effectively vibrating, compare with the depth capacity Hs in the technological specification prestoring, when D >=Hs, be judged to be the degree of depth of vibrating qualified, when D<Hs, be judged to be the degree of depth of vibrating defective;
By the maximum vibrating time T in effective vibrating time K and the technological specification that prestores
scompare, as K>=T
stime, be judged to be vibrating time qualified, work as K<T
stime, be judged to be vibrating time defective;
By effective insertion time K
1insert time T with the maximum in the technological specification prestoring
dcompare, work as K
1>=T
dtime, be judged to be the insertion time qualified, work as K
1<T
dtime, be judged to be insertion too fast;
By effectively extracting time K
-1extract time T with the maximum in the technological specification prestoring
ucompare, work as K
-1>=T
utime, be judged to be the time of extracting qualified, work as K
-1<T
utime, be judged to be extract too fast.
Claims (6)
- Concrete vibrating significant depth and effective time method for supervising, it is characterized in that, comprise the following steps:Step 1, after vibrating spear inserts concrete, system starts timing, and to server end, sends the monitor data that vibrates at regular intervals, until vibrating spear is extracted after concrete completely, stops timing, and sends to server end the instruction of having vibrated;Step 2, server end receive the instruction of having vibrated, and according to vibrate monitor data and the command calculations of having vibrated that receive the before degree of depth of effectively vibrating;Step 3, server end calculate effective vibrating time, insertion time and the time of extracting;Step 4, server end according to the degree of depth of effectively vibrating calculating, effectively vibrating time, insertion time and the time of extracting respectively with the technological specification prestoring in depth capacity, maximum vibrating time, maximum insertion time and the maximum time of extracting compare, whether judgement is vibrated qualified, and judged result is presented to user.
- Concrete vibrating significant depth as claimed in claim 1 and effective time method for supervising, it is characterized in that, in step 1, described in the monitor data that vibrates at least comprise the actual degree of depth of vibrating.
- Concrete vibrating significant depth as claimed in claim 2 and effective time method for supervising, it is characterized in that, described in vibrate monitor data also comprise send monitor data time, vibrate insert angle, the orientation angles of vibrating, vibrate point coordinate position and vibrator numbering.
- Concrete vibrating significant depth as described in claim 1 or 2 or 3 and effective time method for supervising, it is characterized in that, in step 1, described certain hour is designated as Δ t;In step 2, effectively the vibrate method of the degree of depth of described calculating is: the degree of depth of vibrating that concrete is total is designated as h, and this degree of depth of vibrating is divided into i section, be designated as respectively h1, h2, hi, h=h1+h2+ ... + hi, at each, vibrate in degree of depth section, server end all can receive the Nj bar monitor data that vibrates, vibrating time tj=Nj * Δ t of the degree of depth section of vibrating arbitrarily, total duration t=t1+t2+ that vibrates ... + ti, the quantity of the monitor data that vibrates sending in the whole process of vibrating is N=N1+N2+ ... + Ni, whole, vibrate in process, the computing formula of the significant depth of vibrating D is:D＝(h1×P1+h2×P2+…+hi×Pi)＝(h1×t1/T+h2×t2/T+…+hi×ti/T)＝(h1×N1+h2×N2+…+hi×Ni)×△t/T＝(h1×N1+h2×N2+…+hi×Ni)/(N1+N2+…+Ni)Wherein, Pj=Nj/N, refers to the j section weighing factor of the degree of depth to the whole significant depth of vibrating that vibrate, and i is positive integer, and j is the positive integer that is less than or equal to i.
- Concrete vibrating significant depth as claimed in claim 4 and effective time method for supervising, it is characterized in that, in step 3, calculate effective vibrating time, the method of insertion time and the time of extracting is: the monitor data that vibrates sending for the first time, server end is thought the data of vibrating under insertion state, when sending the monitor data that vibrates for the second time, start, server end receives the monitor data that vibrates at every turn and all judges the degree of depth of once vibrating before whether this degree of depth of vibrating is greater than, if the degree of depth of once vibrating before being greater than is judged to be insertion state, otherwise for extracting state, when being insertion state, and the degree of depth of vibrating is less than while vibrating significant depth, the monitor data that vibrates now receiving is insertion process monitor data, when for extracting state, and the degree of depth of vibrating is less than while vibrating significant depth, and the monitor data that vibrates now receiving is withdrawal process monitor data, when the degree of depth of vibrating is greater than while vibrating significant depth, the monitor data that vibrates now receiving is for the process monitoring data of effectively vibrating, add up respectively insertion process monitor data number M 1, withdrawal process monitor data number M -1with the process monitoring data number M that effectively vibrates 0, calculate effective vibrating time K, effectively insert time K 1and effectively extract time K -1, its computing method are respectively:K＝M×△tK 1＝M 1×△tK -1＝M -1×△t。
- Concrete vibrating significant depth as claimed in claim 5 and effective time method for supervising, it is characterized in that, in step 4, judgement vibrates whether qualified method is:By the depth D of effectively vibrating, compare with the depth capacity Hs in the technological specification prestoring, when D >=Hs, be judged to be the degree of depth of vibrating qualified, when D<Hs, be judged to be the degree of depth of vibrating defective;By the maximum vibrating time T in effective vibrating time K and the technological specification that prestores scompare, as K>=T stime, be judged to be vibrating time qualified, work as K<T stime, be judged to be vibrating time defective;By effective insertion time K 1insert time T with the maximum in the technological specification prestoring dcompare, work as K 1>=T dtime, be judged to be the insertion time qualified, work as K 1<T dtime, be judged to be insertion too fast;By effectively extracting time K -1extract time T with the maximum in the technological specification prestoring ucompare, work as K -1>=T utime, be judged to be the time of extracting qualified, work as K -1<T utime, be judged to be extract too fast.
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Inventor after: Liu Yongliang Inventor after: Lai Gang Inventor after: Zhong Guiliang Inventor after: Zhu Chen Inventor after: Liu Jinfei Inventor after: Yin Xishuang Inventor after: Song Shujun Inventor before: Liu Yongliang Inventor before: Lai Gang Inventor before: Zhong Guiliang Inventor before: Liu Jinfei Inventor before: Yin Xishuang Inventor before: Song Shujun |
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