CN103388344A - GSM-based (Global System of Mobile Communication-based) pile foundation construction survey and setting-out system - Google Patents
GSM-based (Global System of Mobile Communication-based) pile foundation construction survey and setting-out system Download PDFInfo
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- CN103388344A CN103388344A CN2013103097860A CN201310309786A CN103388344A CN 103388344 A CN103388344 A CN 103388344A CN 2013103097860 A CN2013103097860 A CN 2013103097860A CN 201310309786 A CN201310309786 A CN 201310309786A CN 103388344 A CN103388344 A CN 103388344A
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Abstract
The invention discloses a GSM-based pile foundation construction survey and setting-out system, which comprises positioning sensors, a GSM client, a GSM terminal module, a database module and a construction survey and setting-out data processing module, the GSM client acquires corresponding position data by means of the positioning sensors, the position data are transmitted to the GSM terminal module via a wireless communication network, and are then transmitted to the construction survey and setting-out data processing module via the database module, and the pile foundation setting-out position information generated by the construction survey and setting-out data processing module is transmitted to the GSM client via the wireless communication network. The GSM-based pile foundation construction survey and setting-out system adopts the positioning sensor technique to determine the specific positions of pile foundation setting-out constructors, transmits data information by means of the GSM network communication technique, and utilizes the database technique and corresponding computer software to process data, thus realizing the automated positioning of pile foundation setting-out construction positions, all related data are processed by computers, on-site secondary survey is not needed, and the production of errors is reduced.
Description
Technical field
The invention discloses a kind of setting-out of construction survey of pile foundation based on GSM system, relate to the digitlization automation mechanized operation in civil engineering field.
Background technology
Pile foundation is a kind of time-honored base form, as a kind of can be with the Load Transfer of top cushion cap to the ground deep base form of rock-soil layer preferably, be applicable to any rock stratum soil property of land and environment waterborne, and have that bearing capacity is high, settling amount is little, anti-seismic performance is good, can resist uplift force, and the advantage such as suitable mechanized construction, become soil property bad regional construction of buildings, particularly highrise building and heavy factory building and the various structure that specific (special) requirements arranged the base form that extensively adopts.
In the pile foundation engineering work progress, the construction survey setting-out is one of most important link of fundamental sum, the precision of measuring unwrapping wire produces important impact to workmanship, foundation excavation, final acceptance of construction, the main task of pilling survey is the building foundation pile position on the total figure of design, requirement by design and construction, survey exactly to be set to and plan to build on ground, district, for pile foundation engineering provides sign, as the foundation of construction in line with the drawings, guiding construction.In prior art, technological means commonly used is to carry a large amount of design drawings to on-the-spot, re-uses survey tool contrast drawing in-site measurement, the practical operation inconvenience of getting up not only, and easily produce Quadratic Measurement Error.
Summary of the invention
The present invention adopts the alignment sensor technology to determine pile foundation setting-out constructor's particular location, carry data message by the GSM network communications technology, utilize database technology and corresponding software processing data, realize the automation location of pile foundation setting-out construction location, need not to carry a large amount of drawings and enter job site, also need not double measurement.
the present invention is for to solve the problems of the technologies described above by the following technical solutions: a kind of setting-out of construction survey of pile foundation based on GSM system, comprise the sensing locator, the GSM user side, the GSM terminal module, DBM, construction survey setting out data processing module, described GSM user side obtains corresponding position data by described sensing locator, and position data is transferred to the GSM terminal module by cordless communication network, the positional information that described GSM terminal module will receive transfers in DBM, work is measured the setting out data processing module and is read position data generation pile foundation setting-out positional information from DBM, and by cordless communication network, be sent to the GSM user side.
Further, described sensing locator is arranged at the outer contour of construction area.
Further, the quantity of described sensing locator setting is more than three.
Further, described GSM user side is arranged in mobile phone.
Technical scheme disclosed by the invention compared with prior art, process and complete by computer by relevant data, need not on-the-spot double measurement, reduced the generation of error.And simple to operately need not to carry drawing and survey tool enters job site.
Description of drawings
Fig. 1 is based on the construction survey of pile foundation setting-out system module schematic diagram of GSM.
Fig. 2 is based on the construction survey of pile foundation setting-out system architecture schematic diagram of GSM.
The specific embodiment
Below in conjunction with accompanying drawing, technical scheme of the present invention is described in further detail:
Based on the construction survey of pile foundation setting-out system module schematic diagram of GSM as shown in Figure 1, the GSM user side is by the coordinate parameters information of alignment sensor generation self present position, transfer to the GSM terminal module through cordless communication network, the data processing module location information of the DBM of system and construction survey setting-out is processed, and sends rational pile foundation setting-out positional information to the GSM user side.
Based on the construction survey of pile foundation setting-out system architecture schematic diagram of GSM as shown in Figure 2, the pile foundation alignment sensor is arranged on the outline of construction area, in order to the concrete position coordinates of determining GSM user side in the alignment sensor overlay area.In order to determine the position of plane mid point, the minimum needs of alignment sensor arrange three, when the moulding of building is irregular or the scope of construction area when excessive, and the quantity of increase alignment sensor that can be appropriate.
The GSM user side is used for collection, transmission, display position information.When the hand-held GSM user side of constructor enters construction area, obtain the coordinate data of its position by the alignment sensor that is arranged on construction area, utilize cordless communication network that position data is transferred to the GSM terminal module.Simultaneously, process through data the pile foundation setting-out positional information that produces and be sent to the GSM user side via cordless communication network too, the pile foundation setting-out positional information that the constructor produces according to system is carried out pile foundation setting-out construction.
System is stored in stake position coordinate and control point, job site coordinate in the database of SQL Sever 2000 exploitations, adopt Microsoft SQL Server 2000 Personal Edition building databases to provide stable support for system, Database Systems are foundations that data are processed, GSM terminal module no matter, or the data processing module of construction survey setting-out all will be realized the operations such as inquiry, renewal, editor and modification to data in database, they are take Database Systems as prerequisite, and Database Systems are occupied critical role in an information system.The quality of database structure design will directly affect the efficiency of whole system.Reasonably database structure can improve data access efficiency, guarantees integrality and the uniformity of data.The design database system should at first fully be understood the demand of user's various aspects, comprises the demand of existing system and the demand that likely increases in the future.And then computer can reasonably design the location parameter of pile foundation layout point according to the construction drawing of storage in conjunction with user's requirement.
GSM is global system for mobile communications,, owing to generally not possessing cable network at the pile foundation construction scene, adopts cordless communication network to carry out transmission and the transmission of information.Adopt the wireless transmission means of GSM, with being stored in the coordinate at Computer Database control point and elevation information, automatically taking out and move computer construction survey data processor and calculate measurement setting-out element, the information after processing is sent to the GSM user side.
Claims (4)
1. the setting-out of the construction survey of pile foundation based on GSM system, it is characterized in that: comprise the sensing locator, the GSM user side, the GSM terminal module, DBM, construction survey setting out data processing module, described GSM user side obtains corresponding position data by described sensing locator, and position data is transferred to the GSM terminal module by cordless communication network, the positional information that described GSM terminal module will receive transfers in DBM, work is measured the setting out data processing module and is read position data generation pile foundation setting-out positional information from DBM, and by cordless communication network, be sent to the GSM user side.
2. the setting-out of the construction survey of pile foundation based on GSM system as claimed in claim 1, it is characterized in that: described sensing locator is arranged at the outer contour of construction area.
3. the setting-out of the construction survey of pile foundation based on GSM system as claimed in claim 1, it is characterized in that: the quantity of described sensing locator setting is more than three.
4. the setting-out of the construction survey of pile foundation based on GSM system as claimed in claim 1, it is characterized in that: described GSM user side is arranged in mobile phone.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2013103097860A CN103388344A (en) | 2013-07-23 | 2013-07-23 | GSM-based (Global System of Mobile Communication-based) pile foundation construction survey and setting-out system |
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| CN2013103097860A CN103388344A (en) | 2013-07-23 | 2013-07-23 | GSM-based (Global System of Mobile Communication-based) pile foundation construction survey and setting-out system |
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| CN103388344A true CN103388344A (en) | 2013-11-13 |
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| CN2013103097860A Withdrawn CN103388344A (en) | 2013-07-23 | 2013-07-23 | GSM-based (Global System of Mobile Communication-based) pile foundation construction survey and setting-out system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105933321A (en) * | 2016-05-30 | 2016-09-07 | 中交机电工程局有限公司 | Subway construction information system |
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| US6076099A (en) * | 1997-09-09 | 2000-06-13 | Chen; Thomas C. H. | Method for configurable intelligent-agent-based wireless communication system |
| DE10243053A1 (en) * | 2001-09-15 | 2003-04-03 | Steiger Thomas | Exchange of data between mobile terminal and host system uses GSM standard link |
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| CN105933321A (en) * | 2016-05-30 | 2016-09-07 | 中交机电工程局有限公司 | Subway construction information system |
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Application publication date: 20131113 |