CN109302443B - Bridge exploration method - Google Patents
Bridge exploration method Download PDFInfo
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- CN109302443B CN109302443B CN201810881118.8A CN201810881118A CN109302443B CN 109302443 B CN109302443 B CN 109302443B CN 201810881118 A CN201810881118 A CN 201810881118A CN 109302443 B CN109302443 B CN 109302443B
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04L—TRANSMISSION OF DIGITAL INFORMATION, e.g. TELEGRAPHIC COMMUNICATION
- H04L67/00—Network arrangements or protocols for supporting network services or applications
- H04L67/01—Protocols
- H04L67/10—Protocols in which an application is distributed across nodes in the network
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04L—TRANSMISSION OF DIGITAL INFORMATION, e.g. TELEGRAPHIC COMMUNICATION
- H04L67/00—Network arrangements or protocols for supporting network services or applications
- H04L67/01—Protocols
- H04L67/06—Protocols specially adapted for file transfer, e.g. file transfer protocol [FTP]
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04L—TRANSMISSION OF DIGITAL INFORMATION, e.g. TELEGRAPHIC COMMUNICATION
- H04L67/00—Network arrangements or protocols for supporting network services or applications
- H04L67/01—Protocols
- H04L67/10—Protocols in which an application is distributed across nodes in the network
- H04L67/1097—Protocols in which an application is distributed across nodes in the network for distributed storage of data in networks, e.g. transport arrangements for network file system [NFS], storage area networks [SAN] or network attached storage [NAS]
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
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- Engineering & Computer Science (AREA)
- Computer Networks & Wireless Communication (AREA)
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- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a bridge exploration method, which solves the problem that a user cannot timely acquire a construction suggestion and has the technical scheme that the method comprises the following steps that terminal equipment reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in a cloud server, and the terminal equipment reads a groundwater level elevation information list and a groundwater type information list which are stored in the cloud server; and if the user inputs and sends the field test data through the terminal equipment, the cloud server receives the field test data, generates a third report and sends the third report to the terminal equipment, so that the purpose that the user obtains the construction suggestion in time is achieved.
Description
Technical Field
The invention relates to the technical field of bridge exploration, in particular to a bridge exploration method.
Background
Bridge reconnaissance refers to finding out, analyzing and evaluating geological and geographical environmental characteristics and geotechnical engineering conditions of a construction site, proposing reasonable foundation suggestions and compiling the activities of reconnaissance files of the construction engineering according to the requirements of the bridge construction engineering.
Now, a Chinese patent with the publication number of CN102635059B is retrieved, and discloses a bridge surveying method, which can conveniently process the existing surface mapping data, geological observation data, drilling data, footrill data, geophysical prospecting data, existing plane data, profile data and the like and carry out three-dimensional geological modeling to directly obtain the three-dimensional effect of the bridge and the topographic geology where the bridge is located and a three-dimensional geological profile of any required position.
However, the method cannot automatically generate a report of bridge survey, and a user cannot timely acquire a construction suggestion.
Disclosure of Invention
The invention aims to provide a bridge exploration method which has the advantage that a user can obtain construction suggestions in time.
The technical purpose of the invention is realized by the following technical scheme: a bridge exploration method, the method comprising: the method comprises the steps that terminal equipment reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in a cloud server, wherein the cloud server judges whether a user selects stratum lithology information, geological structure information and engineering geological feature information in the corresponding list and sends the stratum lithology information, the geological structure information and the engineering geological feature information to the cloud server;
if the fact that the user selects the stratum lithology information, the geological structure information and the engineering geological feature information of the corresponding list and sends the information to the cloud server is judged, the terminal device reads the unfavorable geological phenomenon information list stored in the cloud server, and the cloud server judges whether the user selects the unfavorable geological phenomenon information of the corresponding list and sends the unfavorable geological phenomenon information to the cloud server;
if the user selects the unfavorable geological phenomenon information of the corresponding list and sends the unfavorable geological phenomenon information to the cloud server, the cloud server generates a first report and sends the first report to the terminal equipment; meanwhile, the terminal equipment reads a groundwater level elevation information list and a groundwater type information list which are stored in the cloud server, and the cloud server judges whether a user selects groundwater level elevation information and groundwater type information of the corresponding list and sends the groundwater level elevation information and the groundwater type information to the cloud server;
if the fact that the user selects the groundwater level elevation information and the groundwater type information of the corresponding list and sends the groundwater level elevation information and the groundwater type information to the cloud server is judged, the cloud server generates a second report and sends the second report to the terminal equipment; meanwhile, the cloud server judges whether the user inputs and sends field test data through the terminal equipment;
and if the user inputs and sends the field test data through the terminal equipment, the cloud server receives the field test data, generates a third report and sends the third report to the terminal equipment.
By adopting the technical scheme, the user selects and submits the information and the field test data in various lists in the terminal equipment according to the set steps, and the cloud server generates the first report, the second report and the third report according to the submitted information, so that the user can obtain the construction suggestion in time, and the bridge exploration speed is improved.
According to a further arrangement of the invention, the cloud server generates a first report and sends the first report to the terminal device, wherein the first report comprises a bridge construction suitability engineering geological condition report, a stable condition report of a structure base, a possibility report of uneven settlement and deformation of a slope of a concealed bedrock and a bridge at the bottom of a steep slope trench.
Through adopting above-mentioned technical scheme, the information that first report contains is comprehensive, and the user can obtain more professional report information fast, and the user of being convenient for all-round understanding bridge reconnaissance's result is convenient for have better planning to the construction of bridge.
According to the further arrangement of the invention, the cloud server generates a second report and sends the second report to the terminal equipment, wherein the second report comprises a bridge and culvert basic design report and a corrosive report of underground water to a main basic structure.
Through adopting above-mentioned technical scheme, the information that the second report contains is comprehensive, and the user can obtain more professional report information fast, and the user of being convenient for all-round understanding bridge reconnaissance's result is convenient for have better planning to the construction of bridge.
According to the further arrangement of the invention, the cloud server receives the field test data, generates a third report and sends the third report to the terminal equipment, wherein the third report is a basic condition report of the anti-seismic design of the bridge.
By adopting the technical scheme, the third report is generated based on the field test data, so that the design of the bridge can deal with the earthquake, and the bridge has a better safety factor.
The method is further provided with the steps that whether the cloud server generates a first report, a second report and a third report is judged, and if the cloud server generates the first report, the second report and the third report, a user can send rock force physics data and foundation bearing capacity data of each pier in a bridge site area through terminal equipment;
and if the cloud server receives the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area, the cloud server generates and sends a foundation scheme report of the bridge on the safety premise, a construction technology construction report of the bridge and a design parameter report of the bridge on the safety premise according to the first report, the second report, the third report, the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area.
By adopting the technical scheme, the method can obtain the geological survey report and the bridge design report, so that a user can obtain more professional reports for reference, and the user can conveniently and timely plan and design the construction of the bridge.
The method is further provided with that under the condition that the terminal equipment reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in a cloud server, a timer is triggered to be started for timing, and the timer is used for timing that the terminal equipment receives a foundation scheme report of the bridge on the safety premise, a construction technology construction report of the bridge and a design parameter report of the bridge only in a time period timed by the timer;
and when the timer is overtime, the cloud server sends reminding information to the terminal equipment.
By adopting the technical scheme, if the user does not acquire the foundation scheme report and the bridge construction technology and design parameter report within the time period timed by the timer, the bridge survey exceeds the preset construction period, and the user is reminded to accelerate the work progress.
Before the terminal equipment reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in the cloud server, the terminal equipment reads the identity information of the current user and judges whether the identity information of the current user is in the cloud server or not;
and if the identity information of the current user is in the cloud server, the terminal equipment reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in the cloud server.
By adopting the technical scheme, the current user can enter the terminal equipment to operate only by owning the authorized identity information, so that unauthorized personnel can not operate the terminal equipment, and the use safety of the terminal equipment is ensured.
According to the further arrangement of the invention, if the cloud server receives the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area, the cloud server generates the bridge construction schedule according to the first report, the second report, the third report, the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area.
By adopting the technical scheme, the bridge construction schedule is acquired, and further constructors can
According to the further arrangement, before the cloud server generates the bridge construction schedule, the cloud server receives the real-time weather information and the historical weather information, and the cloud server updates the bridge construction schedule according to the real-time weather information and the historical weather information.
By adopting the technical scheme, the bridge construction schedule can be updated in real time, and the constructors can conveniently control the bridge construction schedule.
In conclusion, the invention has the following beneficial effects:
1. the user can check various types of investigation information in the terminal equipment, and the cloud server can calculate and analyze various types of reports and has a good reference value;
2. the user can operate through the terminal equipment, so that the workload of the user is reduced, and the speed of obtaining the survey result is increased.
Drawings
FIG. 1 is a diagram of a communication network architecture provided by an embodiment of the present invention;
FIG. 2 is a schematic flow chart of a bridge exploration method according to an embodiment of the present invention;
fig. 3 is a schematic diagram illustrating a user reminding flow of a bridge exploration method according to an embodiment of the present invention;
FIG. 4 is a schematic view illustrating a user restriction flow of a bridge exploration method according to an embodiment of the present invention;
fig. 5 is a schematic bridge construction progress flow chart of the bridge exploration method provided by the embodiment of the invention.
Reference numerals: 1. a terminal device; 2. and (4) a cloud server.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
A bridge exploration method, as shown in fig. 1, can be understood as an apparatus for implementing the method. The terminal equipment comprises terminal equipment 1 and a cloud server 2. The terminal device 1 is also called user equipment. The terminal device 1 includes: mobile phones, tablet computers, notebook computers, and the like. The terminal device 1 comprises a processor and a memory for storing instructions, the processor being adapted to invoke the instructions stored in said memory to perform the user's operations. The terminal device 1 and the cloud server 2 communicate via a 5G network. The cloud server 2 is a simple, efficient, safe and reliable computing service with elastically stretchable processing capacity. The management mode is simpler and more efficient than that of a physical server. The user can quickly create or release any of the plurality of cloud servers 2 without purchasing hardware in advance. The cloud server 2 has functions of computing, storage, and networking. The cloud server 2 stores various reports, and the cloud server 2 sends the report with proper calculation matching to the terminal equipment 1 of the user only after the user performs related operations in the terminal equipment 1
As shown in fig. 1 and 2, the method comprises the following steps:
s2-1: the terminal device 1 reads the stratum lithology information list, the geological structure information list and the engineering geological feature information list which are stored in the cloud server 2.
S2-2: the cloud server 2 judges whether the user selects stratum lithology information, geological structure information and engineering geological feature information in the corresponding list and sends the information to the cloud server 2; the user selects information through preset information, and accuracy of result matching is facilitated.
S2-3: if the fact that the user selects stratum lithology information, geological structure information and engineering geological feature information of the corresponding list and sends the information to the cloud server 2 is judged, the terminal device 1 reads a bad geological phenomenon information list stored in the cloud server 2; adverse geological phenomena affect the lithology of the formation, the stability of the geological structure.
S2-4: the cloud server 2 judges whether the user selects the unfavorable geological phenomenon information of the corresponding list and sends the unfavorable geological phenomenon information to the cloud server 2; if the user selects the unfavorable geological phenomenon information of the corresponding list and sends the unfavorable geological phenomenon information to the cloud server 2, the cloud server 2 generates a first report and sends the first report to the terminal device 1. Wherein the first report comprises a bridge construction suitability engineering geological condition report, a structure base stability condition report, a slope of the concealed bedrock and a probability report of uneven settlement and deformation of a bridge at the bottom of a steep slope ditch. The first report comprises more comprehensive report information and has certain referential significance. The user can quickly acquire the reference report, and the method is very convenient.
S2-5: the terminal device 1 reads the groundwater level elevation information list and the groundwater type information list stored in the cloud server 2, and the cloud server 2 judges whether the user selects the groundwater level elevation information and the groundwater type information of the corresponding list and sends the groundwater level elevation information and the groundwater type information to the cloud server 2.
S2-6: and if the groundwater level elevation information and the groundwater type information in the corresponding list are selected by the user and sent to the cloud server 2, the cloud server 2 generates a second report and sends the second report to the terminal device 1. Wherein the second report includes a bridge and culvert foundation design report, a report of the corrosivity of the groundwater to the primary infrastructure. The second report mainly provides suggestions aiming at hydrogeological conditions, so that a user can obtain more survey information. The second report is generated on the basis of the first report, the reference information of the report is accurate, the user can obtain the professional report without actual experience, and the workload of the user is reduced.
S2-7: the cloud server 2 judges whether the user inputs and sends the field test data through the terminal device 1, and if the user inputs and sends the field test data through the terminal device 1, the cloud server 2 receives the field test data, generates a third report and sends the third report to the terminal device 1. Wherein the third report is a basic condition report of the seismic design of the bridge. The third report is designed for areas with frequent earthquakes. The bridge reconnaissance has certain antidetonation effect, guarantees the security of bridge design. The field test data is obtained by a liquefaction discrimination test method.
S2-8: and judging whether the cloud server 2 generates a first report, a second report and a third report, and if the cloud server 2 generates the first report, the second report and the third report, sending the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area by a user through the terminal equipment 1. The rock force physics data and the foundation bearing capacity data of each pier in the bridge site area are obtained through experimental tests and can be generated by a system and manually input.
S2-9: and if the cloud server 2 receives the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area, the cloud server 2 generates and sends a foundation scheme report of the bridge under the safety premise, a construction technology construction report of the bridge and a design parameter report of the bridge under the safety premise according to the first report, the second report, the third report, the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area. The user can obtain a professional construction design scheme.
As shown in fig. 1 and 3, in the case of step S2-1, the method further includes the steps of:
s3-1: and triggering a starting timer to time. The timer is used for timing the terminal device 1, and the terminal device receives a foundation scheme report of the bridge on the safety premise and a report of construction technology construction and design parameters of the bridge on the safety premise only in a time period timed by the timer.
S3-2: and when the timer is overtime, the cloud server 2 sends reminding information to the terminal equipment. The timer is used for supervising the reconnaissance unit to carry out reconnaissance work and ensuring the progress of the reconnaissance work.
As shown in fig. 1 and 4, before step S2-1, the method further includes the following steps:
s4-1: the terminal device 1 reads the identity information of the current user and judges whether the identity information of the current user is in the cloud server 2;
s4-2: if the identity information of the current user is in the cloud server 2, the terminal device 1 reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in the cloud server 2.
The user with the authorized account can use the terminal device 1 to work, and authority of data input is guaranteed.
As shown in fig. 1 and 5, the method further comprises the following steps:
s5-1: if the cloud server 2 receives the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area, the cloud server 2 generates a bridge construction schedule according to the first report, the second report, the third report, the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area;
s5-2: before the cloud server 2 generates the bridge construction schedule, the cloud server 2 receives the real-time weather information and the historical weather information, and the cloud server 2 updates the bridge construction schedule according to the real-time weather information and the historical weather information.
The method can generate a bridge construction schedule, and is convenient for construction cost management and schedule supervision of the bridge.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
Claims (9)
1. A bridge exploration method, comprising:
the method comprises the steps that a terminal device (1) reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in a cloud server (2), wherein the cloud server (2) judges whether a user selects stratum lithology information, geological structure information and engineering geological feature information in the corresponding list and sends the stratum lithology information, geological structure information and engineering geological feature information to the cloud server (2);
if the fact that the user selects stratum lithology information, geological structure information and engineering geological feature information of the corresponding list and sends the information to the cloud server (2) is judged, the terminal device (1) reads the unfavorable geological phenomenon information list stored in the cloud server (2), and the cloud server (2) judges whether the user selects the unfavorable geological phenomenon information of the corresponding list and sends the unfavorable geological phenomenon information to the cloud server (2);
if the user is judged to have selected the unfavorable geological phenomenon information of the corresponding list and sent to the cloud server (2), the cloud server (2) generates a first report and sends the first report to the terminal device (1); meanwhile, the terminal equipment (1) reads a groundwater level elevation information list and a groundwater type information list which are stored in the cloud server (2), and the cloud server (2) judges whether a user selects groundwater level elevation information and groundwater type information of the corresponding lists and sends the groundwater level elevation information and the groundwater type information to the cloud server (2);
if the fact that the user selects the groundwater level elevation information and the groundwater type information of the corresponding list and sends the groundwater level elevation information and the groundwater type information to the cloud server (2) is judged, the cloud server (2) generates a second report and sends the second report to the terminal device (1); meanwhile, the cloud server (2) judges whether the user inputs and sends field test data through the terminal equipment (1);
if the user inputs and sends the field test data through the terminal equipment (1), the cloud server (2) receives the field test data, generates a third report and sends the third report to the terminal equipment (1).
2. A bridge exploration method according to claim 1, wherein said cloud server (2) generates and sends first reports to terminal equipment (1), wherein said first reports comprise construction suitability engineering geological condition reports, construction base stability condition reports, slope of concealed bedrock and probability reports of uneven settlement and deformation of bridge culverts at the bottom of steep ditches.
3. A bridge exploration method according to claim 1, characterized in that said cloud server (2) generates and sends second reports to terminal equipment (1), wherein said second reports comprise bridge infrastructure design reports, and reports of groundwater corrosivity to primary infrastructure.
4. A bridge investigation method according to claim 1, wherein the cloud server (2) receives field test data and generates and sends a third report to the terminal device (1), wherein the third report is a basic condition report of the seismic design of the bridge.
5. A bridge exploration method according to claim 1, wherein whether the cloud server (2) generates the first report, the second report and the third report is judged, and if the cloud server (2) generates the first report, the second report and the third report, a user can send rock force physics data and foundation bearing capacity data at each pier in a bridge site area through the terminal device (1);
and if the cloud server (2) receives the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area, the cloud server (2) generates and sends a foundation scheme report of the bridge on the premise of safety, a construction technology construction report of the bridge and a design parameter report according to the first report, the second report, the third report, the rock force physics data and the foundation bearing capacity data of each pier in the bridge site area.
6. A bridge exploration method according to claim 5, characterized in that, in the case that said terminal device (1) reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are already stored in a cloud server (2), a timer is triggered to start to time, and said timer is used for timing that said terminal device (1) receives a foundation scheme report of the bridge under safety premise, a construction technology construction and design parameter report of the bridge only in a time period timed by said timer;
and when the timer is overtime, the cloud server (2) sends reminding information to the terminal equipment.
7. A bridge exploration method according to claim 1, wherein before said terminal device (1) reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are already stored in the cloud server (2), said terminal device (1) reads identity information of a current user and judges whether the identity information of the current user is in the cloud server (2);
if the identity information of the current user is in the cloud server (2), the terminal device (1) reads a stratum lithology information list, a geological structure information list and an engineering geological feature information list which are stored in the cloud server (2).
8. A bridge exploration method according to claim 5, characterized in that if said cloud server (2) receives said rock force physics data and foundation bearing capacity data at each pier in said bridge site area, said cloud server (2) generates a bridge construction schedule based on said first report, said second report, said third report and said rock force physics data and foundation bearing capacity data at each pier in said bridge site area.
9. A bridge exploration method according to claim 8, wherein before said cloud server (2) generates a bridge construction schedule, said cloud server (2) receives real-time weather information and historical weather information, and said cloud server (2) updates the bridge construction schedule according to the real-time weather information and the historical weather information.
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| CN201810881118.8A CN109302443B (en) | 2018-08-04 | 2018-08-04 | Bridge exploration method |
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| CN201810881118.8A CN109302443B (en) | 2018-08-04 | 2018-08-04 | Bridge exploration method |
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| CN104195961A (en) * | 2014-09-02 | 2014-12-10 | 司徒毅 | Highway bridge technical condition examination and evaluation method |
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| CN106023313A (en) * | 2016-05-16 | 2016-10-12 | 马鞍山城智信息技术有限公司 | 3D geologic digital reconnaissance report generating method |
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| TW201035416A (en) * | 2009-03-26 | 2010-10-01 | Accuracy Structural Technology Corp | Method for evaluating bridge safety with vibration measurement |
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2018
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| CN102708522A (en) * | 2012-06-19 | 2012-10-03 | 招商局重庆交通科研设计院有限公司 | Bridge inspection and evaluation system based on mobile terminal |
| CN104195961A (en) * | 2014-09-02 | 2014-12-10 | 司徒毅 | Highway bridge technical condition examination and evaluation method |
| CN105554265A (en) * | 2015-12-11 | 2016-05-04 | 深圳市微关注科技有限公司 | Bridge detection method, handheld terminal and cloud server |
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