CN112947227A - Deep foundation pit monitoring system based on Internet of things - Google Patents
Deep foundation pit monitoring system based on Internet of things Download PDFInfo
- Publication number
- CN112947227A CN112947227A CN202110247667.1A CN202110247667A CN112947227A CN 112947227 A CN112947227 A CN 112947227A CN 202110247667 A CN202110247667 A CN 202110247667A CN 112947227 A CN112947227 A CN 112947227A
- Authority
- CN
- China
- Prior art keywords
- monitoring
- foundation pit
- deep foundation
- supporting seat
- seat
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- G—PHYSICS
- G05—CONTROLLING; REGULATING
- G05B—CONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
- G05B19/00—Programme-control systems
- G05B19/02—Programme-control systems electric
- G05B19/04—Programme control other than numerical control, i.e. in sequence controllers or logic controllers
- G05B19/042—Programme control other than numerical control, i.e. in sequence controllers or logic controllers using digital processors
- G05B19/0428—Safety, monitoring
-
- G—PHYSICS
- G05—CONTROLLING; REGULATING
- G05B—CONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
- G05B2219/00—Program-control systems
- G05B2219/20—Pc systems
- G05B2219/24—Pc safety
- G05B2219/24024—Safety, surveillance
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Automation & Control Theory (AREA)
- Arrangements For Transmission Of Measured Signals (AREA)
Abstract
The invention provides a deep foundation pit monitoring system based on the Internet of things, which relates to the technical field of constructional engineering and comprises at least one monitoring sensor, a monitoring module and a monitoring module, wherein the monitoring sensor is arranged on a target deep foundation pit in which an enclosure structure is arranged and is used for acquiring monitoring data of a target deep foundation pit body and peripheral deformation conditions; the data acquisition terminal is in wireless connection with all the monitoring sensors and is used for summarizing the monitoring data acquired by the monitoring sensors; the at least one enclosure supporting piece is arranged in the enclosure structure and used for stably supporting the enclosure structure; the wireless servo oil pump station is connected with all the enclosure supporting pieces and used for controlling the actions of the enclosure supporting pieces so as to support the enclosure structure and avoid the collapse of the target deep foundation pit; the invention realizes 24-hour real-time monitoring by installing a monitoring sensor on the target deep foundation pit, and provides comprehensive multiple safety guarantee for the target deep foundation pit and the periphery.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a deep foundation pit monitoring system based on the Internet of things.
Background
The foundation pit engineering mainly comprises foundation pit supporting system design and construction and earthwork excavation, and is a system engineering with strong comprehensiveness. It requires close cooperation between geotechnical engineering and structural engineering technicians. The foundation pit supporting system is a temporary structure and is not needed after the construction of underground engineering is finished. The deep foundation pit is generally defined as: the bottom area is within 27 square meters, the long side of the bottom is less than three times of the short side, the excavation depth exceeds 5 meters (including 5 meters) or more than three layers (including three layers) of the basement, or the depth does not exceed 5 meters, but the geological conditions, the surrounding environment and underground pipelines are particularly complicated.
In the construction of a high building, a foundation pit is a foundation for ensuring the stability of the high building, the depth of the foundation pit is deeper and deeper as the building is higher, the monitoring technology of the deep foundation pit is particularly important in the construction process of the deep foundation pit, and various related monitoring parameters, such as ground surface settlement monitoring, soil body inclination monitoring, adjacent building settlement and inclination monitoring, support shaft force and stress monitoring, water level and water and soil pressure monitoring and the like, need to acquire the monitoring parameters so as to analyze data subsequently and investigate engineering hidden dangers, so that the safety, the accuracy and the timeliness of the monitoring data are very important. Because the pit wall of deep basal pit slumps easily, it is bigger for the collapse risk of ordinary foundation pit, if can not carry out real-time control to deep basal pit, because the excavation of deep basal pit soil body, the external load effect, under factors such as rainwater among the natural environment corrodes, can lead to the foundation pit to take place to warp, the foundation pit warp generally including pit wall warp, the soil layer removes around the foundation pit, aspects such as basement elasticity uplift and plastic uplift, cause the deep basal pit boundary soil body to take place the collapse that the phenomenon arouses deep basal pit that slides even, in case take place deep basal pit to collapse, to constructor, the progress of construction equipment and construction all can cause serious influence.
At present, a traditional mode of maintaining a deep foundation pit is that reinforcing steel bars are adopted to reinforce and form an enclosure structure, a supporting structure formed by a steel supporting system is installed in the enclosure structure, the supporting structure formed by the steel supporting system is an adjustable assembly type supporting system, the effect can be exerted without maintenance, prestress can be applied after installation, the deep foundation pit maintenance device is suitable for foundation pits of different shapes, and foundation pit displacement cannot be caused due to node looseness. The steel support system is basically consistent with the preset after-axle force, pre-stress and pre-stress after erection and locking, and is not adjusted subsequently, so that once the deep foundation pit is deformed, the steel support system cannot generate stable supporting stress for the deep foundation pit, further the foundation pit support structure is deformed, the protection structure of the deep foundation pit cannot normally play a role, the risk of collapse exists, and the progress of constructors, construction equipment and construction can be seriously influenced. If the supporting stress of the deep foundation pit needs to be changed, corresponding adjustment needs to be carried out according to collected monitoring data of the deep foundation pit, although the situation that constructors are assisted to adjust a steel supporting system through the monitoring data of the deep foundation pit is already existed at present, the work is still completed manually due to the fault tolerance and the accuracy degree of the adjusting process of the steel supporting body, and the purpose that the steel supporting system is adjusted automatically instead of manually through the monitoring data of the deep foundation pit to change the supporting stress of the deep foundation pit cannot be achieved.
Disclosure of Invention
In view of the above, the present invention is directed to a deep foundation pit monitoring system based on the internet of things, so as to solve all or one of the problems mentioned in the background above.
Based on the above purpose, the invention provides a deep foundation pit monitoring system based on the internet of things, which comprises:
the monitoring sensors are all arranged on a target deep foundation pit with an enclosing structure and are used for acquiring monitoring data of a body of the target deep foundation pit and peripheral deformation conditions;
the data acquisition terminal is in wireless connection with all the monitoring sensors and is used for summarizing the monitoring data acquired by the monitoring sensors;
the at least one enclosure supporting piece is arranged in the enclosure structure at intervals from top to bottom and is used for stably supporting the enclosure structure;
the wireless servo oil pump station is connected with all the enclosure supporting pieces and is used for controlling the enclosure supporting pieces to move so as to support the enclosure structure and avoid collapse of the target deep foundation pit;
and the field monitoring terminal is in wireless connection with the data acquisition terminal and the wireless servo oil pump station and is used for periodically generating a monitoring report of the target deep foundation pit according to target monitoring data, generating a deformation curve of the target deep foundation pit according to the monitoring report and generating a support adjusting instruction of the target deep foundation pit according to the deformation curve.
Optionally, the method further includes:
and the server is in wireless connection with the field monitoring terminal and is used for receiving and storing the deformation curve and the monitoring report of the field monitoring terminal.
Optionally, the method further includes:
and the remote monitoring terminal is in wireless connection with the server and is used for calling the monitoring data and/or the monitoring report and/or the deformation curve stored by the server.
Optionally, the remote monitoring terminal includes a computer and a mobile terminal.
Optionally, the field monitoring terminal includes:
the monitoring data acquisition module is used for acquiring monitoring data of the target deep foundation pit in real time and uploading the target monitoring data to the server;
the monitoring report generating module is used for periodically generating a monitoring report of the target deep foundation pit according to the monitoring data;
the deformation curve acquisition module is used for generating a deformation curve of the target deep foundation pit according to the monitoring report and uploading the deformation curve and the monitoring report to a server;
the support adjusting module is used for generating a support adjusting instruction of the target deep foundation pit according to the deformation curve and sending the support adjusting instruction to the wireless servo oil pump station;
the identity information verification module is used for acquiring monitoring data and/or a monitoring report and/or a request viewing instruction of a deformation curve and verifying identity information;
and the monitoring information calling module is used for receiving calling information of the server in response to the passing of the identity information verification and calling the stored monitoring data and/or monitoring report and/or deformation curve to the server.
Optionally, the monitoring data includes surface settlement monitoring data, soil body inclination monitoring data, adjacent building settlement and inclination monitoring data, support axial force and stress monitoring data, and water level and water and soil pressure monitoring data.
Optionally, the enclosure support comprises:
the steel support body is provided with a length extending direction, and one end of the steel support body in the length direction is fixed on one surface of the building enclosure;
and the adjustable supporting head is arranged at the other end of the steel supporting body in the length direction and is fixed with the other surface which is opposite to the surface of the enclosure structure fixed with one end of the steel supporting body.
Optionally, the adjustable supporting head includes:
the supporting seat is arranged at one end part of the steel supporting body in the length direction;
the rotary driver is arranged on the supporting seat;
the driving assembly is in transmission connection with an output shaft of the driving assembly;
the pair of driven gears are rotatably connected with the supporting seat, symmetrically arranged on two sides of the driving assembly and in transmission fit with the driving assembly;
the oil cylinder is connected to the supporting seat in a sliding mode and is connected with the wireless servo oil pump station;
the pair of cylinder body toothed plate supporting seats are symmetrically arranged on two sides of the oil cylinder and correspond to the driven gears one by one, and the cylinder body toothed plate supporting seats are meshed with the corresponding driven gears;
the support connecting assembly is in transmission connection with an output shaft of the oil cylinder and is fixed with one surface of the building enclosure, and the axis of the support connecting assembly is parallel to the length direction of the support seat;
a pair of cylinder body supporting component, the symmetry sets up on the supporting seat, with supporting seat swing joint to with cylinder body pinion rack supporting seat transmission cooperation, cylinder body supporting component includes a plurality of inside and outside cup joint just cylinder body supporting seat in proper order, and is adjacent realize the linkage through the coordinated control subassembly on the cylinder body supporting component between the cylinder body supporting seat.
Optionally, the supporting and connecting assembly includes:
one end face of the fixed seat is fixed at the end part of the output shaft of the oil cylinder;
the circumferences of the plurality of hinged seats are uniformly distributed on the end face of one end of the fixed seat, which is far away from the oil cylinder;
a plurality of activity inserted bar, with articulated seat one-to-one, the one end tip of activity inserted bar is articulated with the articulated seat that corresponds, and the one end tip that articulated seat was kept away from to the activity inserted bar is equipped with a plurality of butt joint holes:
the movable seat is arranged in parallel with the fixed seat and is in sliding fit with the fixed seat, at least one guide rod is arranged on the movable seat, guide holes which are in one-to-one correspondence with the guide rods are formed in the fixed seat, the guide rods are in sliding fit with the corresponding guide holes, and two ends of the spring respectively abut against the fixed seat and the movable seat;
the hole is dodged to a plurality of, and the circumference distributes uniformly on the sliding seat, and the activity inserted bar one-to-one, the activity inserted bar that dodges the hole and supply to correspond has the one end tip of butt joint hole passes, and the sliding seat is close to and is equipped with the guide table of round platform form on the one end terminal surface of fixing base, the periphery side circumference distribution of guide table has a plurality of to dodge the hole, and the cross sectional area of guide table diminishes the setting gradually from one side that is close to the sliding seat to one side of keeping away from the sliding seat, and the circular arc transition processing is done to the one end tip that the activity inserted bar has the butt joint hole, and with the lateral wall sliding of.
Optionally, the cylinder support assembly comprises:
the first movable supporting seat is arranged on the supporting seat and is in sliding fit with the supporting seat, a first toothed plate and a fourth toothed plate are respectively fixed on the inner side and the outer side of the first movable supporting seat, the first toothed plate is meshed with the driven gear, and a first linkage gear is rotatably connected to the first movable supporting seat;
the second movable supporting seat is arranged on the inner side of the first movable supporting seat and is in sliding fit with the first movable supporting seat, a third toothed plate and a sixth toothed plate are respectively fixed on the inner side and the outer side of the second movable supporting seat, the third toothed plate is meshed with the first linkage gear, a second toothed plate is arranged on the supporting seat, the second toothed plate and the third toothed plate are positioned on two sides of the first linkage gear, a second linkage gear is rotatably connected to the second movable supporting seat, and a fourth toothed plate is meshed with the second linkage gear;
the third movable supporting seat is arranged on the inner side of the second movable supporting seat and is in sliding fit with the second movable supporting seat, a fifth toothed plate is fixed on the outer side of the third movable supporting seat and is meshed with the second linkage gear, the fifth toothed plate and the fourth toothed plate are positioned on two sides of the second linkage gear, the second movable supporting seat is rotatably connected with a third linkage gear, and the sixth toothed plate and the cylinder body toothed plate supporting seat are positioned on two sides of the third linkage gear and are both meshed with the third linkage gear;
and the fourth movable supporting seat is arranged on the inner side of the third movable supporting seat and is in sliding fit with the third movable supporting seat, and a cylinder body toothed plate supporting seat is fixed on the fourth movable supporting seat.
From the above, in the deep foundation pit monitoring system based on the internet of things, the monitoring sensor is mounted on the target deep foundation pit in the excavation process of the target deep foundation pit, the target deep foundation pit body and the pavement and surrounding buildings can be monitored, real-time monitoring for 24 hours is realized, comprehensive multiple safety guarantees are provided for the target deep foundation pit and the surrounding buildings, the field monitoring end can reserve a data interface, data transmission with other management systems can be carried out through interface modes such as a WebService interface, the remote monitoring end can remotely check the deformation curve and the monitoring site report of the target deep foundation pit on line through web login, app login and other modes, and a worker can know the field situation in real time even if the worker is not in the field. In the adjustable supporting head, the driving assembly is composed of a plurality of gears, so that the distance of the oil cylinder relative to one end part of the steel supporting body can be accurately adjusted through the arrangement of the gears, an external stroke control component is not needed when the oil cylinder works, the oil cylinder only needs to normally walk for a full stroke to provide basic supporting force, and the relative position of the oil cylinder is adjusted through the driving assembly, the driven gear and the cylinder body supporting assembly to adapt to a deformation curve of a target deep foundation pit.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of a first embodiment of the present invention;
FIG. 2 is a block diagram of the first embodiment of the present invention;
FIG. 3 is a schematic view of a second embodiment of the present invention;
FIG. 4 is a block diagram of a second embodiment of the present invention;
FIG. 5 is a schematic view of a third embodiment of the present invention;
FIG. 6 is a block diagram showing the structure of a third embodiment of the present invention;
FIG. 7 is a block diagram of the construction of the site monitoring terminal according to the third embodiment of the present invention;
fig. 8 and fig. 9 are schematic perspective views of the adjustable supporting head according to the present invention at two different viewing angles;
FIG. 10 is a front view of the present invention at the adjustable support head;
FIG. 11 is an enlarged view taken at A in FIG. 10;
FIG. 12 is a perspective view of the support connection assembly of the present invention;
fig. 13 and fig. 14 are schematic perspective views of the movable seat of the present invention at two different viewing angles, respectively;
FIG. 15 is a schematic view of the drive assembly of the present invention;
FIG. 16 is a schematic view of the structure of the cylinder support assembly of the present invention;
FIG. 17 is a schematic view of the present invention showing the structure of the step-by-step advancing assembly;
FIG. 18 is a schematic view of the structure of each guide support seat of the present invention.
Wherein: 1. a target deep foundation pit; 101. an enclosure structure; 2. a monitoring sensor; 3. a data acquisition terminal; 4. a support member is enclosed; 41. a steel support; 42. a supporting seat; 43. a rotary driver; 44. a drive assembly; 441. a first gear; 442. a second gear; 443. a third gear; 45. a driven gear; 46. an oil cylinder; 47. a cylinder body toothed plate supporting seat; 48. supporting the connecting assembly; 481. a fixed seat; 482. a hinged seat; 483. a movable inserted link; 484. a movable seat; 485. a guide bar; 486. avoiding holes; 488. a guide table; 489. a spring; 49. a cylinder block support assembly; 491. a first movable support seat; 4911. a first mounting port; 492. a second movable support seat; 4921. a second mounting opening; 493. a third movable support seat; 4931. a third mounting port; 494. a fourth movable supporting seat; 495. a linkage control assembly; 4951. a first toothed plate; 4952. a second toothed plate; 4953. a first linkage gear; 4954. a third toothed plate; 4955. a fourth toothed plate; 4956. a second linkage gear; 4957. a fifth toothed plate; 4958. a sixth toothed plate; 4959. a third driving gear; 5. a wireless servo oil pump station; 6. a field monitoring terminal; 7. a server; 8. and (5) a remote monitoring terminal.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to specific embodiments and the accompanying drawings.
It is to be noted that technical terms or scientific terms used in the embodiments of the present invention should have the ordinary meanings as understood by those having ordinary skill in the art to which the present disclosure belongs, unless otherwise defined. The use of "first," "second," and similar terms in this disclosure is not intended to indicate any order, quantity, or importance, but rather is used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that the element or item listed before the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items. The terms "connected" or "coupled" and the like are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", and the like are used merely to indicate relative positional relationships, and when the absolute position of the object being described is changed, the relative positional relationships may also be changed accordingly.
As a preferred embodiment of the present invention, the present invention provides a deep foundation pit monitoring system based on the internet of things, including:
the monitoring sensors are all arranged on a target deep foundation pit with an enclosing structure and are used for acquiring monitoring data of a body of the target deep foundation pit and peripheral deformation conditions;
the data acquisition terminal is in wireless connection with all the monitoring sensors and is used for summarizing the monitoring data acquired by the monitoring sensors;
the at least one enclosure supporting piece is arranged in the enclosure structure at intervals from top to bottom and is used for stably supporting the enclosure structure;
the wireless servo oil pump station is connected with all the enclosure supporting pieces and is used for controlling the enclosure supporting pieces to move so as to support the enclosure structure and avoid collapse of the target deep foundation pit;
and the field monitoring terminal is in wireless connection with the data acquisition terminal and the wireless servo oil pump station and is used for periodically generating a monitoring report of the target deep foundation pit according to target monitoring data, generating a deformation curve of the target deep foundation pit according to the monitoring report and generating a support adjusting instruction of the target deep foundation pit according to the deformation curve.
Through this deep basal pit monitored control system based on thing networking, in target deep basal pit excavation process, through installing the monitoring sensor on target deep basal pit, can be to target deep basal pit body monitoring, road surface and peripheral building monitoring, realize 24 hours real time monitoring, provide the multiple safety guarantee of full aspect to target deep basal pit and periphery, the on-the-spot monitoring end can reserve data interface, interface modes such as accessible WebService interface carry out the transmission between data with other management systems, the remote monitoring end can log in through the web, modes such as app logs in, the deformation curve and the control report of target deep basal pit are looked over on line in a long-range, even the staff is not at the building site, also can know the site conditions in real time. In the adjustable supporting head, the driving assembly is composed of a plurality of gears, so that the distance of the oil cylinder relative to one end part of the steel supporting body can be accurately adjusted through the arrangement of the gears, an external stroke control component is not needed when the oil cylinder works, the oil cylinder only needs to normally walk for a full stroke to provide basic supporting force, and the relative position of the oil cylinder is adjusted through the driving assembly, the driven gear and the cylinder body supporting assembly to adapt to a deformation curve of a target deep foundation pit.
The following describes a preferred embodiment of the deep foundation pit monitoring system based on the internet of things according to the present invention with reference to the accompanying drawings.
Referring to fig. 1 and 2, the deep foundation pit monitoring system based on the internet of things includes:
and the at least one monitoring sensor 2 is arranged on the target deep foundation pit 1 in which the enclosure structure 101 is arranged and used for acquiring monitoring data of a body and peripheral deformation conditions of the target deep foundation pit 1. The target deep foundation pit 1 is internally provided with a building enclosure 101, and the deep foundation pit is generally defined as: the bottom area is within 27 square meters, the long side of the bottom is less than three times of the short side, the excavation depth exceeds 5 meters (including 5 meters) or more than three layers (including three layers) of a basement, or the depth does not exceed 5 meters, but the geological conditions, the surrounding environment and underground pipelines are particularly complex engineering, and the enclosure structure 101 is used for reinforcing the target deep foundation pit 1 for safety protection.
The monitoring data includes surface subsidence monitoring data, soil body inclination monitoring data, adjacent building subsidence and inclination monitoring data, supporting axial force and stress monitoring data, water level and water and soil pressure monitoring data, and the like, that is, the monitoring sensor 2 can be correspondingly a surface subsidence monitoring sensor, a soil body inclination monitoring sensor, an adjacent building subsidence and inclination monitoring sensor, a supporting axial force and stress monitoring sensor, and a water level and water and soil pressure monitoring sensor. The deep foundation pit engineering monitoring is a necessary part of deep foundation pit engineering design, aims to effectively protect the surrounding environment of the deep foundation pit in order to accurately know the actual condition of a soil layer, ensures the safety of deep foundation pit engineering, avoids deep foundation pit collapse, and can cause serious influence on constructors, construction equipment and the progress of construction. In 1 excavation processes of target deep basal pit, through installing monitoring sensor 2 on 1 of target deep basal pit, can realize 24 hours real time monitoring to 1 body monitoring of target deep basal pit, road surface and peripheral building monitoring, provide the multiple safety guarantee of full aspect to 1 of target deep basal pit and periphery.
In the present embodiment, each monitoring sensor 2 may be accompanied by independent number information, so as to facilitate distinguishing a plurality of monitoring sensors 2.
In this embodiment, the number of the data acquisition terminals 3 may be multiple, and when the number of the data acquisition terminals 3 is multiple, the multiple data acquisition terminals 3 may transmit the monitoring data of the target deep foundation pit 1 summarized by themselves to the on-site monitoring terminal 6 in a wireless manner, perform unified processing and calculation at the on-site monitoring terminal 6, and perform intuitive display.
At least one enclosure support 4 is installed in the enclosure 101 at intervals from top to bottom for stably supporting the enclosure 101.
And the wireless servo oil pump station 5 is connected with all the enclosure supporting pieces 4 and is used for controlling the actions of the enclosure supporting pieces 4 so as to support the enclosure structure 101 and avoid the collapse of the target deep foundation pit 1.
And the field monitoring terminal 6 is in wireless connection with both the data acquisition terminal 3 and the wireless servo oil pump station 5, and is used for periodically generating a monitoring report of the target deep foundation pit 1 according to the target monitoring data, generating a deformation curve of the target deep foundation pit 1 according to the monitoring report, and generating a support adjusting instruction of the target deep foundation pit 1 according to the deformation curve.
The monitoring reports include a single monitoring report of a single type of monitoring data and a classified monitoring report, and the classified monitoring report refers to a comparative analysis performed on the single monitoring report of the same type of monitoring data, for example, a comparative analysis performed on a plurality of monitoring reports for monitoring surface subsidence.
Specifically, the classification monitoring report can be obtained by drawing a change curve graph or a line graph of the monitoring data according to the obtained target monitoring data, and performing comparative analysis on a plurality of monitoring reports of the same type of monitoring data as a single monitoring report.
The support adjusting instruction refers to that the on-site monitoring end 6 carries out corresponding 24-hour intelligent servo control on the wireless servo oil pump station 5 according to real-time analysis of monitoring parameters such as ground surface settlement monitoring, soil body inclination monitoring, adjacent building settlement and inclination monitoring, supporting axial force and stress monitoring, water level and water and soil pressure monitoring and the like, controls the actions of the enclosure supporting piece 4 and stably supports the enclosure structure 101 in all weather.
According to the deformation curve of the target deep foundation pit 1, the deformation trend of the target deep foundation pit 1 in the current and future possible modes can be obtained, the change conditions of the aspects of pit wall deformation, foundation pit surrounding soil layer movement, substrate elastic bulge, plastic bulge and the like of the target deep foundation pit 1 can be further obtained, according to the change conditions of the aspects, corresponding action instructions, namely support adjusting instructions, of the support supports 4 are generated, the support supports 4 work correspondingly, the deformation curve corresponds to provide stable support stress for the target deep foundation pit 1 and the support structure 101, and deviation correction and maintenance are carried out on the target deep foundation pit 1. In this embodiment, the enclosure supporting member 4 is a supporting structure formed by a steel supporting system, the supporting structure formed by the steel supporting system is an adjustable assembly type supporting system, the effect can be exerted without maintenance, prestress can be applied after installation, the enclosure supporting member is suitable for foundation pits of different shapes, and foundation pit displacement cannot be caused by node looseness.
In this embodiment, the on-site monitoring terminal 6 may be a monitoring room disposed on a construction site, and a plurality of monitoring computers wirelessly connected to the data acquisition terminal 3 and the wireless servo oil pump station 5 are disposed in the monitoring room, and processing and calculation agreed at the monitoring computers are performed, and results of the processing and calculation can be visually displayed, so that the monitoring room is convenient for workers to check. The field monitoring terminal 6 can reserve a data interface and can transmit data with other management systems in interface modes such as a WebService interface and the like.
Referring to fig. 3 and 4, the deep foundation pit monitoring system based on the internet of things further includes:
and the server 7 is in wireless connection with the field monitoring terminal 6 and is used for receiving and storing the deformation curve and the monitoring report of the field monitoring terminal 6. And the server 7 is used for storing historical deformation curves and monitoring reports in the excavation process of the target deep foundation pit 1, so that the global construction information can be conveniently mastered in the later period.
Referring to fig. 5 and 6, the deep foundation pit monitoring system based on the internet of things further includes:
and the remote monitoring terminal 8 is in wireless connection with the server 7 and is used for calling the monitoring data and/or the monitoring report and/or the deformation curve stored in the server 7.
In this embodiment, the remote monitoring terminal 8 includes a computer and a mobile terminal, and the mobile terminal may be a notebook computer, a mobile phone, a tablet computer, a wearable smart device, and the like. The remote monitoring terminal 4 can remotely check the deformation curve and the monitoring report of the target deep foundation pit 1 on line in a web login mode, an app login mode and the like, and a worker can know the field situation in real time even if the worker is not in the field of a construction site.
Referring to fig. 7 in conjunction with fig. 1 to 6, the on-site monitoring terminal 6 includes:
and the monitoring data acquisition module is used for acquiring the monitoring data of the target deep foundation pit 1 in real time and uploading the target monitoring data to the server 7.
And the monitoring report generating module is used for periodically generating a monitoring report of the target deep foundation pit 1 according to the monitoring data.
And the deformation curve acquisition module is used for generating a deformation curve of the target deep foundation pit 1 according to the monitoring report and uploading the deformation curve and the monitoring report to the server 7.
And the support adjusting module is used for generating a support adjusting instruction of the target deep foundation pit 1 according to the deformation curve and sending the support adjusting instruction to the wireless servo oil pump station 5.
And the identity information verification module is used for acquiring the monitoring data and/or the monitoring report and/or the request viewing instruction of the deformation curve and verifying the identity information.
And the monitoring information calling module is used for receiving the calling information of the server 7 in response to the passing of the identity information verification and calling the stored monitoring data and/or monitoring report and/or deformation curve to the server 7. Specifically, the server 7 performs key verification on the identity information of the request viewing instruction, when a private key carried by the request viewing instruction is matched with a public key in a server 7 network, the verification of the identity information of the request viewing is successful, the server 7 network sends verification passing information to the field monitoring terminal 6, the server side calls monitoring data and/or a monitoring report and/or a phase change curve of the target deep foundation pit 1 and displays the monitoring data and/or the monitoring report and/or the phase change curve on the monitoring computer on line through a web side, when the private key carried by the request viewing instruction is not matched with the public key in the server 7 network, the server 7 network sends a verification failure message to the server side, the monitoring computer displays the verification of the request identity failure through the web side, and does not display the target monitoring data and/or the monitoring report and/or the phase change curve.
In this embodiment, the wireless connection may adopt a wireless transmission mode such as 3G/4G/5G/GPRS.
Referring to fig. 1, 3 and 5, the envelope support 4 includes:
the steel support 41 has a longitudinal extension direction, and one end in the longitudinal direction thereof is fixed to one surface of the envelope 101.
And the adjustable supporting head is arranged at the other end of the steel supporting body 41 in the length direction, and is fixed on the other surface opposite to the surface of the enclosure structure 101 fixed with one end of the steel supporting body 41.
Referring to fig. 8 to 11, the adjustable supporting head includes:
and a support base 42 attached to one end portion in the longitudinal direction of the steel support body 41.
And a rotary driver 43 mounted on the support base 42.
And the driving assembly 44 is in transmission connection with an output shaft of the driving assembly 44. Specifically, the drive assembly 44
The driving device comprises a first gear 441, a second gear 442 and a third gear 443, wherein the output shaft of the rotary driver 43 is in transmission connection with the first gear 441, two sides of the first gear 441 are respectively provided with the second gear 442, the second gear 442 is rotatably connected to the supporting base 42, the second gear 442 is meshed with the first gear 441, one side of the second gear 442 away from the first gear 441 is provided with the second gear 442, the second gear 442 is also rotatably connected to the supporting base 42, and one side of the third gear 443 away from the second gear 442 is provided with a driven gear 45 which will be described later.
A pair of driven gears 45, all with supporting seat 42 rotation connection, the symmetry sets up drive assembly 44 both sides and with drive assembly 44 transmission fit, driven gear 45. The adjustable supporting head is engaged with the third gear 443 of the driving assembly 44, when the rotary driver 43 works, the first gear 441 is driven to rotate, the second gear 442 drives the two third gears 443 to rotate during the rotation of the first gear 441, and the corresponding driven gear 45 can be driven to rotate during the rotation of the third gears 443, so that the position of the oil cylinder 46 is changed, the oil cylinder 46 extends forwards or retracts backwards, and according to the deformation curve of the target deep foundation pit 1, the total length of the end of the steel supporting body 41, which is not provided with the adjustable supporting head, at the end of the adjustable supporting body 41, which is far away from the steel supporting body 41, is correspondingly adjusted, so that the adjustable supporting head can always stably support the target deep foundation pit 1 by the enclosure structure 101.
And the oil cylinder 46 is connected to the supporting seat 42 in a sliding manner and is connected with the wireless servo oil pump station 5.
A pair of cylinder body pinion rack supporting seats 47, the symmetry sets up the both sides of hydro-cylinder 46, with driven gear 45 one-to-one, cylinder body pinion rack supporting seat 47 and the driven gear 45 meshing that corresponds.
And the supporting and connecting assembly 48 is in transmission connection with an output shaft of the oil cylinder 46 and is fixed on one surface of the building envelope 101, and the axis of the supporting and connecting assembly 48 is parallel to the length direction of the supporting seat 42.
And the pair of cylinder body supporting assemblies 49 are symmetrically arranged on the supporting seat 42, are movably connected with the supporting seat 42, are in transmission fit with the cylinder body toothed plate supporting seat 47, and are provided with the oil cylinders 46 and are used for stably supporting the oil cylinders 46. When the rotary driver 43 works, the cylinder body supporting assembly 49 is driven to act through the driving assembly 44 and the driven gear 45, so that the position of the oil cylinder 46 mounted on the oil cylinder supporting assembly 49 is changed, and the oil cylinder 46 extends forwards or retracts backwards.
The traditional oil cylinder runs a full stroke when working, if the stroke of the oil cylinder is to be controlled, the common mode is to install components such as a stroke switch, an inductive switch and a sensor outside the oil cylinder, when an output shaft of the oil cylinder moves to the components, the oil cylinder stops working to realize the control of the stroke of the oil cylinder, the deformation curve of the target deep foundation pit 1 is changed, for the deep foundation pit monitoring system based on the internet of things, namely the target stroke of the oil cylinder 46 is also changed, if the mode of installing the components to control the stroke can adapt to the deformation curve, the installation positions of the components still need to be continuously adjusted, for the deep foundation pit engineering, the time and the labor are obviously wasted, the installation conditions of the components such as the stroke switch, the inductive switch and the sensor at any position are not available in the deep foundation pit engineering, namely, the defects limit the automatic linkage between the current steel support system and the monitoring data of the deep foundation pit, when the steel support system adopts the adjusting modes such as the oil cylinder and the like, the adjusting precision cannot be ensured, the control is very complicated, the fault tolerance rate is low, and the adjustable support heads of the steel support bodies 41 cannot be adjusted to the ground according to the deformation curve of the target deep foundation pit 1 in the target deep foundation pit 1.
In the adjustable supporting head, the driving assembly 44 is composed of a plurality of gears, so that the distance between the oil cylinder 46 and one end of the steel supporting body 41 can be accurately adjusted through the arrangement of the gears, an external stroke control component is not needed when the oil cylinder 46 works, the oil cylinder 46 only needs to normally walk for one full stroke to provide basic supporting force, and the relative position of the oil cylinder 46 is adjusted through the driving assembly 44, the driven gear 45 and the cylinder body supporting assembly 49 to adapt to the deformation curve of the target deep foundation pit 1, which is different from the traditional deformation curve adapting to the target deep foundation pit 1 by controlling the stroke of the oil cylinder.
Specifically, in this embodiment, the cylinder supporting assembly 49 includes a plurality of cylinder supporting seats that are sequentially sleeved inside and outside, and the adjacent cylinder supporting seats are linked through the linkage control assembly 495 on the cylinder supporting assembly 49. The cylinder body supporting seat is in a mode of sequentially moving from outside to inside step by step (one by one) in the process that the oil cylinder 46 extends forwards or retracts backwards, the cylinder body part of the oil cylinder 46 can be stably supported all the time in the moving process of the oil cylinder 46, and the phenomenon that strong and stable supporting force is lost in the displacement process of the oil cylinder 46 is avoided, so that the movement on the supporting seat 42 is unstable, the expected supporting force for the target deep foundation pit 1 is not achieved, and even safety accidents are caused.
The adjustable supporting head is used for correspondingly adjusting the total length of one end, which is not provided with the adjustable supporting head, of the steel supporting body 41 from the end, which is far away from one end of the steel supporting body 41, of the end, which is not provided with the adjustable supporting head, of the steel supporting body 41 according to the deformation curve of the target deep foundation pit 1 in the excavation process of the target deep foundation pit 1 and under the reasons of complex terrain and the like, so that the support structure 101 can stably support the target deep foundation pit 1 all the time by the adjustable supporting head, and the collapse of the.
The specific working process is as follows: when the rotary driver 43 installed on the supporting seat 42 works, the rotary driver 43 drives the driving assembly 44 to rotate, the two driven gears 45 rotatably connected with the supporting seat 42 are driven to correspondingly rotate in the rotating process of the driving assembly 44, and the cylinder body toothed plate supporting seats 47 correspondingly meshed with the driven gears are driven to slide along the sliding directions of the cylinder body toothed plate supporting seats 47 and the cylinder body supporting assembly 49 in the rotating process of the driven gears 45, so that the oil cylinder 46 and the cylinder body toothed plate supporting seats 47 slide on the cylinder body supporting assembly 49 and along the sliding directions of the cylinder body toothed plate supporting seats 47 and the cylinder body supporting assembly 49, the installation position of the oil cylinder 46 on the supporting seat 42 can be changed, and in the process of controlling the oil cylinder 46 by the wireless servo oil pump station 5, the range to which the output end of the oil cylinder 46 can be stretched can be adjusted, so as to adjust the end, to which is not provided with the adjustable supporting head, of the steel supporting body 41 from the adjustable supporting And (4) total length.
Referring to fig. 12, 13 and 14, the supporting and connecting assembly 48 includes:
the fixed seat 481 has one end face fixed to the end of the output shaft of the cylinder 46.
The plurality of hinged seats 482 are circumferentially and uniformly distributed on the end face of the fixed seat 481, which is far away from the oil cylinder 46.
A plurality of activity inserted bar 483, with articulated seat 482 one-to-one, the one end tip of activity inserted bar 483 is articulated with the articulated seat 482 that corresponds, and the one end tip that articulated seat 482 was kept away from to activity inserted bar 483 is equipped with a plurality of butt joint holes:
the movable base 484 is arranged in parallel with the fixed base 481 and is in sliding fit with the fixed base 481, at least one guide rod 485 is arranged on the movable base 484, guide holes which correspond to the guide rods 485 one by one are formed in the fixed base 481, the guide rods 485 are in sliding fit with the corresponding guide holes, and two ends of the spring 489 are respectively abutted to the fixed base 481 and the movable base 484.
The avoidance holes 486 are uniformly distributed on the movable seat 484 on the circumference, the movable insertion rods 483 correspond to each other one by one, and the end part of one end of the corresponding movable insertion rod 483, which is provided with a butt joint hole, penetrates through the avoidance holes 486.
The end face of one end, close to the fixed seat 481, of the movable seat 484 is provided with a circular truncated cone-shaped guide platform 488, a plurality of avoiding holes 486 are distributed on the circumference of the outer circumferential side of the guide platform 488, the cross-sectional area of the guide platform 488 gradually decreases from one side close to the movable seat 484 to one side far away from the movable seat 484, and the movable insertion rod 483 is provided with an end part of a butt joint hole and is in arc transition processing and is in sliding abutting fit with the side wall of the movable insertion rod 483.
When the wireless servo oil pump station 5 controls the oil cylinder 46, the fixed seat 481 installed at the end of the output shaft of the oil cylinder 46 will be synchronously stretched outwards or contracted inwards along with the action of the output shaft of the oil cylinder 46, so that the movable seat 484 will abut against one side of the enclosure structure 101, and when the movable seat 484 abuts against the enclosure structure 101, when the movable seat 484 abuts against one side of the enclosure structure 101, if the output shaft of the oil cylinder 46 is still in the action of the buffering process, the fixed seat 481 will continue to slide towards the side of the movable seat 484, and simultaneously the movable insertion rod 483 installed on the fixed seat 481 through the hinged seat will be guided by the truncated cone-shaped avoiding hole 486, spread outwards in an inclined radial manner, and pass through the corresponding avoiding hole 486, the butt-joint hole provided on the movable insertion rod 483 is used for fixing with the enclosure structure 101, and simultaneously the spring 489 sleeved outside the guide rod 484 installed on the movable seat 484 plays a role of buffering, after the fixed seat 481 completely stops working, the movable seat 484 is also fixed with the enclosure structure 101, so that a stable supporting function is realized.
Referring to fig. 11, 15 to 18, the cylinder support assembly 49 includes:
the first movable supporting seat 491 is arranged on the supporting seat 42 and is in sliding fit with the supporting seat 42, a first toothed plate 4951 and a fourth toothed plate 4955 are respectively fixed on the inner side and the outer side of the first movable supporting seat 491, the first toothed plate 4951 is meshed with the driven gear 45, and a first linkage gear 4953 is rotatably connected to the first movable supporting seat 491.
The second movable supporting seat 492 is arranged on the inner side of the first movable supporting seat 491 and is in sliding fit with the first movable supporting seat 491, a third toothed plate 4954 and a sixth toothed plate 4958 are respectively fixed on the inner side and the outer side of the second movable supporting seat 491, the third toothed plate 4954 is meshed with the first linkage gear 4953, the second toothed plate 4952 is arranged on the supporting seat 42, the second toothed plate 4952 and the third toothed plate 4954 are positioned on two sides of the first linkage gear 4953, the second movable supporting seat 492 is rotatably connected with a second linkage gear 4956, and the fourth toothed plate 4955 is meshed with the second linkage gear 4956.
And a third movable supporting seat 493 which is arranged at the inner side of the second movable supporting seat 492 and is in sliding fit with the second movable supporting seat 492, a fifth toothed plate 4957 is fixed at the outer side of the third movable supporting seat, the fifth toothed plate 4957 is meshed with the second linkage gear 4956, the fifth toothed plate 4957 and the fourth toothed plate 4955 are positioned at two sides of the second linkage gear 4956, a third linkage gear 4959 is rotatably connected to the second movable supporting seat 492, and the sixth toothed plate 4958 and the cylinder body toothed plate supporting seat 47 are positioned at two sides of the third linkage gear 4959 and are both meshed with the third linkage gear 4959.
And a fourth movable supporting seat 494 which is disposed at the inner side of the third movable supporting seat 493 and is in sliding fit with the third movable supporting seat 493, and a cylinder toothed plate supporting seat 47 is fixed thereon.
When the driven gear 45 is driven by the driving assembly 44 to rotate, the first tooth plate 4951 and the outermost first movable supporting seat 491 are driven to slide on the supporting seat 42, during the sliding of the first movable supporting seat 491, under the action of the second tooth plate 4952, the first linkage gear 4953 mounted on the first movable supporting seat 491 through the first mounting opening 4911 is driven to rotate, then the first linkage gear 4953 drives the third tooth plate 4954 and the second movable supporting seat 492 located inside the first movable supporting seat 491 to slide on the first movable supporting seat 491, during the sliding of the second movable supporting seat 492, under the action of the fourth tooth plate 4955, the second linkage gear 4956 mounted on the second movable supporting seat 492 through the second mounting opening 4921 is driven to rotate, then the second linkage gear 4956 drives the fifth tooth plate 4957 and the third movable supporting seat 493 located inside the second movable supporting seat 492 to slide on the second movable supporting seat 492, in the sliding process of the third movable supporting seat 493, under the action of the sixth toothed plate 4958, the third driving gear 4959 installed on the third movable supporting seat 493 through the third installation hole 4931 rotates, then the third driving gear 4959 drives the cylinder body toothed plate supporting seat 47 and the fourth movable supporting seat 494 located on the inner side of the third movable supporting seat 493 to slide on the third movable supporting seat 493, and by analogy, the cylinder body supporting seats of the cylinder body supporting assembly 49 extend forwards or retract backwards in the oil cylinder 46, and move step by step (one by one) from outside to inside sequentially, in the moving process of the oil cylinder 46, the cylinder body part of the oil cylinder 46 can be stably supported all the time, and the phenomenon that the oil cylinder 46 loses strong and stable supporting force in the displacement process is avoided. Meanwhile, as the driven gear 45 drives the oil cylinder 46 to move through the cylinder body supporting assembly 49, the moving process and range of the oil cylinder 46 are accurately controlled again under the action of each toothed plate and gear, and the position of the oil cylinder 46 relative to the steel supporting body 41 is accurately and finely adjusted under the coordination with the driving assembly 44 so as to adapt to a deformation curve.
Those of ordinary skill in the art will understand that: the discussion of any embodiment above is meant to be exemplary only, and is not intended to intimate that the scope of the disclosure, including the claims, is limited to these examples; within the idea of the invention, also features in the above embodiments or in different embodiments may be combined, steps may be implemented in any order, and there are many other variations of the different aspects of the invention as described above, which are not provided in detail for the sake of brevity.
The embodiments of the invention are intended to embrace all such alternatives, modifications and variances that fall within the broad scope of the appended claims. Therefore, any omissions, modifications, substitutions, improvements and the like that may be made without departing from the spirit and principles of the invention are intended to be included within the scope of the invention.
Claims (10)
1. Deep basal pit monitored control system based on thing networking, its characterized in that includes:
the monitoring sensors (2) are all arranged on a target deep foundation pit (1) in which a building enclosure (101) is arranged and are used for acquiring monitoring data of a body and peripheral deformation conditions of the target deep foundation pit (1);
the data acquisition terminal (3) is in wireless connection with all the monitoring sensors (2) and is used for summarizing the monitoring data acquired by the monitoring sensors (2);
at least one enclosure support (4) which is arranged in the enclosure structure (101) at intervals from top to bottom and is used for stably supporting the enclosure structure (101);
the wireless servo oil pump station (5) is connected with all the enclosure supporting pieces (4) and is used for controlling the enclosure supporting pieces (4) to move so as to support the enclosure structure (101) and avoid collapse of the target deep foundation pit (1);
and the field monitoring terminal (6) is in wireless connection with the data acquisition terminal (3) and the wireless servo oil pump station (5) and is used for periodically generating a monitoring report of the target deep foundation pit (1) according to target monitoring data, generating a deformation curve of the target deep foundation pit (1) according to the monitoring report and generating a support adjusting instruction of the target deep foundation pit (1) according to the deformation curve.
2. The deep foundation pit monitoring system of claim 1, further comprising:
and the server (7) is in wireless connection with the field monitoring terminal (6) and is used for receiving and storing the deformation curve and the monitoring report of the field monitoring terminal (6).
3. The deep foundation pit monitoring system of claim 2, further comprising:
and the remote monitoring terminal (8) is in wireless connection with the server (7) and is used for calling monitoring data and/or monitoring reports and/or deformation curves stored by the server (7).
4. A deep foundation pit monitoring system according to claim 3, wherein the remote monitoring terminal (8) comprises a computer and a mobile terminal.
5. A deep foundation pit monitoring system according to claim 4, characterized in that the site monitoring terminal (6) comprises:
the monitoring data acquisition module is used for acquiring monitoring data of the target deep foundation pit (1) in real time and uploading the target monitoring data to the server (7);
the monitoring report generating module is used for periodically generating a monitoring report of the target deep foundation pit (1) according to the monitoring data;
the deformation curve acquisition module is used for generating a deformation curve of the target deep foundation pit (1) according to the monitoring report and uploading the deformation curve and the monitoring report to the server (7);
the support adjusting module is used for generating a support adjusting instruction of the target deep foundation pit (1) according to the deformation curve and sending the support adjusting instruction to the wireless servo oil pump station (5);
the identity information verification module is used for acquiring monitoring data and/or a monitoring report and/or a request viewing instruction of a deformation curve and verifying identity information;
and the monitoring information calling module is used for receiving calling information of the server (7) in response to the passing of the identity information verification and calling the stored monitoring data and/or monitoring report and/or deformation curve to the server (7).
6. The deep foundation pit monitoring system of claim 5, wherein the monitoring data comprises surface subsidence monitoring data, soil inclination monitoring data, adjacent building subsidence and inclination monitoring data, support axial force and stress monitoring data, and water level and soil and water pressure monitoring data.
7. Deep foundation pit monitoring system according to claim 1, characterised in that the enclosure support (4) comprises:
the steel support body (41) is provided with a length extending direction, and one end of the steel support body in the length direction is fixed on one surface of the building envelope (101);
and the adjustable supporting head is arranged at the other end of the steel supporting body (41) in the length direction and is fixed with the other surface which is opposite to the surface of the enclosure structure (101) fixed with one end of the steel supporting body (41).
8. The deep foundation pit monitoring system of claim 7, wherein the adjustable support head comprises:
a support base (42) mounted on one end portion in the longitudinal direction of the steel support body (41);
a rotary actuator (43) mounted on the support base (42);
a drive assembly (44) in driving connection with an output shaft of the drive assembly (44);
the pair of driven gears (45) are rotatably connected with the supporting seat (42), symmetrically arranged on two sides of the driving assembly (44) and in transmission fit with the driving assembly (44);
the oil cylinder (46) is connected to the supporting seat (42) in a sliding mode and is connected with the wireless servo oil pump station (5);
the pair of cylinder body toothed plate supporting seats (47) are symmetrically arranged on two sides of the oil cylinder (46) and correspond to the driven gears (45) one by one, and the cylinder body toothed plate supporting seats (47) are meshed with the corresponding driven gears (45);
the supporting and connecting assembly (48) is in transmission connection with an output shaft of the oil cylinder (46) and is fixed with one surface of the building enclosure (101), and the axis of the supporting and connecting assembly (48) is parallel to the length direction of the supporting seat (42);
a pair of cylinder body supporting component (49), the symmetry sets up on supporting seat (42), with supporting seat (42) swing joint to with cylinder body pinion rack supporting seat (47) transmission fit, cylinder body supporting component (49) include a plurality of in proper order inside and outside cup joint just cylinder body supporting seat, adjacent realize the linkage through coordinated control subassembly (495) on cylinder body supporting component (49) between the cylinder body supporting seat.
9. The deep foundation pit monitoring system according to claim 8, wherein the support connection assembly (48) comprises:
a fixed seat (481) with one end surface fixed on the end of the output shaft of the oil cylinder (46);
the hinged seats (482) are uniformly distributed on the end face of one end, far away from the oil cylinder (46), of the fixed seat (481) in a circumferential mode;
a plurality of activity inserted bar (483), with articulated seat (482) one-to-one, the one end tip of activity inserted bar (483) is articulated with articulated seat (482) that corresponds, and the one end tip that articulated seat (482) was kept away from in activity inserted bar (483) is equipped with a plurality of butt joint holes:
the movable seat (484) is arranged in parallel with the fixed seat (481) and is in sliding fit with the fixed seat (481), at least one guide rod (485) is arranged on the movable seat (484), guide holes which are in one-to-one correspondence with the guide rods (485) are arranged on the fixed seat (481), the guide rods (485) are in sliding fit with the corresponding guide holes, a spring (489) is sleeved outside the guide rods (485), and two ends of the spring (489) are respectively abutted against the fixed seat (481) and the movable seat (484);
hole (486) are dodged to a plurality of, and the circumference distributes evenly on movable seat (484), activity inserted bar (483) one-to-one, dodge hole (486) and supply activity inserted bar (483) that corresponds to have the one end tip of butt joint hole passes, is equipped with direction platform (488) of round platform form on the one end terminal surface that movable seat (484) are close to fixing base (481), the periphery side circumference distribution of direction platform (488) has a plurality of and dodges hole (486), and the cross sectional area of direction platform (488) diminishes gradually from one side that is close to one side of movable seat (484) to the one side of keeping away from movable seat (484) and sets up, and activity inserted bar (483) have the one end tip of butt joint hole and do circular arc transition processing, and with the lateral wall sliding fit of activity inserted bar (483).
10. The deep foundation pit monitoring system of claim 9, wherein the cylinder support assembly (49) comprises:
the first movable supporting seat (491) is arranged on the supporting seat (42) and is in sliding fit with the supporting seat (42), a first toothed plate (4951) and a fourth toothed plate (4955) are respectively fixed on the inner side and the outer side of the first movable supporting seat (491), the first toothed plate (4951) is meshed with the driven gear (45), and a first linkage gear (4953) is rotatably connected to the first movable supporting seat (491);
the second movable supporting seat (492) is arranged on the inner side of the first movable supporting seat (491) and is in sliding fit with the first movable supporting seat (491), a third toothed plate (4954) and a sixth toothed plate (4958) are respectively fixed on the inner side and the outer side of the second movable supporting seat, the third toothed plate (4954) is meshed with the first linkage gear (4953), a second toothed plate (4952) is arranged on the supporting seat (42), the second toothed plate (4952) and the third toothed plate (4954) are located on two sides of the first linkage gear (4953), a second linkage gear (4956) is rotatably connected to the second movable supporting seat (492), and the fourth toothed plate (4955) is meshed with the second linkage gear (4956);
the third movable supporting seat (493) is arranged on the inner side of the second movable supporting seat (492) and is in sliding fit with the second movable supporting seat (492), a fifth toothed plate (4957) is fixed on the outer side of the third movable supporting seat, the fifth toothed plate (4957) is meshed with the second linkage gear (4956), the fifth toothed plate (4957) and the fourth toothed plate (4955) are positioned on two sides of the second linkage gear (4956), a third linkage gear (4959) is rotatably connected to the second movable supporting seat (492), and the sixth toothed plate (4958) and the cylinder body toothed plate supporting seat (47) are positioned on two sides of the third linkage gear (4959) and are both meshed with the third linkage gear (4959);
and the fourth movable supporting seat (494) is arranged on the inner side of the third movable supporting seat (493) and is in sliding fit with the third movable supporting seat (493), and a cylinder body toothed plate supporting seat (47) is fixed on the fourth movable supporting seat.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110247667.1A CN112947227A (en) | 2021-03-06 | 2021-03-06 | Deep foundation pit monitoring system based on Internet of things |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110247667.1A CN112947227A (en) | 2021-03-06 | 2021-03-06 | Deep foundation pit monitoring system based on Internet of things |
Publications (1)
Publication Number | Publication Date |
---|---|
CN112947227A true CN112947227A (en) | 2021-06-11 |
Family
ID=76229551
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202110247667.1A Pending CN112947227A (en) | 2021-03-06 | 2021-03-06 | Deep foundation pit monitoring system based on Internet of things |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN112947227A (en) |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20130061377A (en) * | 2011-12-01 | 2013-06-11 | 정진덕 | Structure of retaining wall and construction method for installing underground structures |
CN103669366A (en) * | 2013-01-24 | 2014-03-26 | 辽宁工程技术大学 | Remote monitoring early warning system for deep foundation pit support structure deformation |
CN104047292A (en) * | 2014-06-06 | 2014-09-17 | 上海建工集团股份有限公司 | Foundation pit micro-deformation control system and method |
CN105332379A (en) * | 2014-08-15 | 2016-02-17 | 上海骋浩机械有限公司 | Horizontal foundation pit supporting system |
CN106703047A (en) * | 2017-03-22 | 2017-05-24 | 上海同禾土木工程科技有限公司 | Wireless distribution type steel support axial force control system |
CN108252980A (en) * | 2017-12-25 | 2018-07-06 | 上海建工集团股份有限公司 | A kind of foundation pit deformation Precise control device and control method |
CN110821922A (en) * | 2019-11-14 | 2020-02-21 | 江苏万川液压机械设备有限公司 | Sensitive servo monitoring compensation system for foundation pit horizontal supporting axial force and displacement load |
CN111287196A (en) * | 2020-02-24 | 2020-06-16 | 浙江明思特建筑支护技术有限公司 | Foundation pit supporting and balancing system |
CN111364474A (en) * | 2020-02-27 | 2020-07-03 | 上海建工集团股份有限公司 | Application method of deep foundation pit steel support position identification system |
CN112152815A (en) * | 2020-09-22 | 2020-12-29 | 广州粤建三和软件股份有限公司 | Block chain-based deep foundation pit monitoring method, system, equipment and storage medium |
-
2021
- 2021-03-06 CN CN202110247667.1A patent/CN112947227A/en active Pending
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20130061377A (en) * | 2011-12-01 | 2013-06-11 | 정진덕 | Structure of retaining wall and construction method for installing underground structures |
CN103669366A (en) * | 2013-01-24 | 2014-03-26 | 辽宁工程技术大学 | Remote monitoring early warning system for deep foundation pit support structure deformation |
CN104047292A (en) * | 2014-06-06 | 2014-09-17 | 上海建工集团股份有限公司 | Foundation pit micro-deformation control system and method |
CN105332379A (en) * | 2014-08-15 | 2016-02-17 | 上海骋浩机械有限公司 | Horizontal foundation pit supporting system |
CN106703047A (en) * | 2017-03-22 | 2017-05-24 | 上海同禾土木工程科技有限公司 | Wireless distribution type steel support axial force control system |
CN108252980A (en) * | 2017-12-25 | 2018-07-06 | 上海建工集团股份有限公司 | A kind of foundation pit deformation Precise control device and control method |
CN110821922A (en) * | 2019-11-14 | 2020-02-21 | 江苏万川液压机械设备有限公司 | Sensitive servo monitoring compensation system for foundation pit horizontal supporting axial force and displacement load |
CN111287196A (en) * | 2020-02-24 | 2020-06-16 | 浙江明思特建筑支护技术有限公司 | Foundation pit supporting and balancing system |
CN111364474A (en) * | 2020-02-27 | 2020-07-03 | 上海建工集团股份有限公司 | Application method of deep foundation pit steel support position identification system |
CN112152815A (en) * | 2020-09-22 | 2020-12-29 | 广州粤建三和软件股份有限公司 | Block chain-based deep foundation pit monitoring method, system, equipment and storage medium |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110130347B (en) | Intelligent positioning guide device and method for pile foundation construction and engineering management method | |
US20180054156A1 (en) | Solar Tracker System for Large Utility Scale Solar Capacity | |
US11619556B1 (en) | Construction monitoring method and system for v-shaped column in underground foundation pit, terminal and storage medium | |
CN100491697C (en) | Method for autocontrolling for excavation direction of underground excavator using virtual track | |
CN208517944U (en) | A kind of Metro station excavation bracing members axle power autocompensation installation | |
CN110821922B (en) | Sensitive servo monitoring compensation system for foundation pit horizontal supporting axial force and displacement load | |
CN105332379A (en) | Horizontal foundation pit supporting system | |
CN1884725A (en) | Steel pipe stake positioning and plumbing device for underground architecture | |
CN112482343A (en) | Automatic monitoring device and method for layered settlement of soil | |
CN105446276B (en) | A kind of foundation ditch axle power monitors compensation method | |
CN112947227A (en) | Deep foundation pit monitoring system based on Internet of things | |
Ehrbar et al. | Gotthard Base Tunnel–Tunnelling in the influence zone of two concrete arch dams | |
CN209445975U (en) | Device for monitoring lateral displacement of soil body in situ | |
CN209620682U (en) | A kind of electronic steel structure rain-proof shelter of packaged type | |
CN202510124U (en) | Remote control heading machine for tunnel mine | |
CN214460261U (en) | Automatic monitoring device for layered settlement of soil | |
CN112444226B (en) | Tilling depth detection device for agricultural machinery and application method thereof | |
CN211113654U (en) | Steel construction foundation ditch strutting arrangement for construction | |
CN201605997U (en) | Automatic adjusting device for mast angle of core drilling machine | |
CN210738516U (en) | Monitoring protection device of ground blowout preventer control device | |
Glot et al. | Inclinometer-Based Long-Term Monitoring of the Headframe of Salt Mine Shaft | |
CN211621728U (en) | Light steel structure house foundation stabilization connecting piece | |
CN1436917A (en) | Tunnel constructing process with miniature push pipes to balance earth pressure | |
CN220704551U (en) | Supporting protection mechanism for deep foundation pit | |
CN219608028U (en) | Portable intelligent monitoring device for shallow foundation pit and groove side slope |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20210611 |
|
WD01 | Invention patent application deemed withdrawn after publication |