CN111176195A - Bridge construction monitoring system - Google Patents
Bridge construction monitoring system Download PDFInfo
- Publication number
- CN111176195A CN111176195A CN202010088530.1A CN202010088530A CN111176195A CN 111176195 A CN111176195 A CN 111176195A CN 202010088530 A CN202010088530 A CN 202010088530A CN 111176195 A CN111176195 A CN 111176195A
- Authority
- CN
- China
- Prior art keywords
- monitoring
- bridge
- transmitter
- monitoring transmitter
- bridge construction
- 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.)
- Granted
Links
- 238000012544 monitoring process Methods 0.000 title claims abstract description 120
- 238000010276 construction Methods 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 230000007246 mechanism Effects 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000005611 electricity Effects 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 238000013461 design Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 8
- 230000008569 process Effects 0.000 abstract description 6
- 238000005457 optimization Methods 0.000 description 11
- 101100234547 Caenorhabditis elegans rod-1 gene Proteins 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006698 induction Effects 0.000 description 2
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000010365 information processing Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
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
- G05B19/0423—Input/output
- G05B19/0425—Safety, monitoring
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/32—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring the deformation in a solid
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01H—MEASUREMENT OF MECHANICAL VIBRATIONS OR ULTRASONIC, SONIC OR INFRASONIC WAVES
- G01H17/00—Measuring mechanical vibrations or ultrasonic, sonic or infrasonic waves, not provided for in the preceding groups
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V8/00—Prospecting or detecting by optical means
- G01V8/10—Detecting, e.g. by using light barriers
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geophysics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Automation & Control Theory (AREA)
- Bridges Or Land Bridges (AREA)
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
Abstract
The invention discloses a bridge construction monitoring system, which structurally comprises a bridge, a temporary steel structure, pier columns, a support and pier tops, wherein a solar panel is used for providing electric energy for a first monitoring transmitter and a second monitoring transmitter, the first monitoring transmitter and the second monitoring transmitter are used for monitoring the connection between the bridge and the bridge in real time through an infrared transmitter and an infrared receiver, when an accident occurs, an information collector processes information through a single chip microcomputer and then sends the processed information to a terminal to warn constructors, a level detector is used for monitoring the level stability between the bridge and the bridge, a vibration sensor is used for monitoring the vibration frequency on the bridge in real time, the damage to the bridge caused by overhigh vibration frequency is avoided, the design is used for organically combining construction monitoring and control, the existence of dangerous hazards in the construction process of a bridge span structure is reduced or the design expected value is reached as much as possible, the safety and normal operation of bridge construction are ensured.
Description
Technical Field
The invention relates to the field of bridge construction, in particular to a bridge construction monitoring system.
Background
The bridge is generally a structure which is erected on rivers, lakes and seas and allows vehicles, pedestrians and the like to smoothly pass through. In order to adapt to the modern high-speed developed traffic industry, bridges are also extended to be constructed to span mountain stream, unfavorable geology or meet other traffic needs, so that the buildings are convenient to pass. The bridge generally comprises an upper structure, a lower structure, a support and an auxiliary structure, wherein the upper structure is also called a bridge span structure and is a main structure for spanning obstacles; the lower structure comprises a bridge abutment, a bridge pier and a foundation; the support is a force transmission device arranged at the supporting positions of the bridge span structure and the bridge pier or the bridge abutment; the auxiliary structures refer to bridge end butt straps, tapered revetments, diversion works and the like. In the prior art, the engineering is tedious during bridge construction, most importantly, the safety problem is that each construction point needs to be monitored, however, the monitoring is often neglected due to negligence, so that potential safety hazards exist, and therefore, the monitoring management needs to be strictly carried out.
Disclosure of Invention
Aiming at the defects of the prior art, the invention is realized by the following technical scheme: the utility model provides a bridge construction monitored control system, its structure includes bridge, interim steel construction, pier stud, support, mound top, bridge bottom intermediate position under be equipped with the pier stud, bridge and pier stud pass through the mound top and connect, pier stud top install interim steel construction on the surface, pier stud bottom under have the support, pier stud and support tenon joint.
As the further optimization of this technical scheme, the bridge constitute by main part, monitored control system, leakproofness wire, solar panel, distribution reinforcement, the inside top of main part on install monitored control system, the main part right-hand member on be equipped with solar panel, main part and solar panel swing joint, monitored control system and solar panel pass through the leakproofness wire and connect electrically, the inside bottom of main part install distribution reinforcement.
As a further optimization of the technical scheme, more than two strain gauge lead wires are further arranged in the main body, and the main body is fixedly connected with the strain gauge lead wires.
As a further optimization of the technical scheme, the monitoring system comprises an electric control hydraulic cylinder, a telescopic push-pull rod, a connecting plate, a first monitoring transmitter, a second monitoring transmitter and a vibration monitoring mechanism, wherein the second monitoring transmitter is arranged on the right side of the first monitoring transmitter, the first monitoring transmitter and the second monitoring transmitter are in sliding fit, the connecting plate is arranged at the top ends of the first monitoring transmitter and the second monitoring transmitter, the telescopic push-pull rod is arranged on the connecting plate, one end of the telescopic push-pull rod is fixedly connected with the connecting plate, the electric control hydraulic cylinder is arranged at the other end of the telescopic push-pull rod, the electric control hydraulic cylinder is mechanically connected with the telescopic push-pull rod, and the vibration monitoring mechanism is arranged on the surfaces of the first monitoring transmitter and the second monitoring transmitter.
As a further optimization of the technical scheme, the first monitoring transmitter comprises a machine body, an information collector, an infrared transmitter, an infrared receiver and a single chip microcomputer, wherein the information collector is arranged inside the machine body, the single chip microcomputer is arranged on the information collector, the information collector is electrically connected with the single chip microcomputer, the infrared transmitter and the infrared receiver are arranged on the front end of the machine body side by side, and the infrared transmitter is matched with the infrared receiver.
As a further optimization of the technical scheme, a sliding groove is formed in the inner side of the first monitoring transmitter, a pulley is installed on the inner side of the second monitoring transmitter, and the sliding groove is in sliding fit with the pulley.
As a further optimization of the technical scheme, horizontal detectors are arranged below the bottom ends of the first monitoring emitter and the second monitoring emitter, and the first monitoring emitter and the second monitoring emitter are movably connected with the horizontal detectors.
As a further optimization of this technical scheme, vibration monitoring mechanism constitute by mounting panel, vibration sensor, telescopic link, spring, branch, mounting panel top intermediate position on be equipped with vibration sensor, mounting panel and vibration sensor glue and connect, mounting panel bottom have the telescopic link, mounting panel and telescopic link fixed connection, the telescopic link install the spring on the surface the telescopic link bottom locate on the branch top, telescopic link and branch sliding fit.
As a further optimization of the technical scheme, the second monitoring transmitter is installed in another bridge, so that the first monitoring transmitter and the second monitoring transmitter are on the same horizontal plane.
As a further optimization of the technical solution, the first monitoring transmitter and the second monitoring transmitter have the same structure.
As further optimization of the technical scheme, the horizontal detector is electrically connected with the information collector.
As a further optimization of the technical scheme, the vibration sensor is connected with the information collector through a wire.
Advantageous effects
The invention relates to a bridge construction monitoring system, which utilizes a solar panel to transmit electric energy into a first monitoring transmitter and a second monitoring transmitter through a sealing lead to provide the electric energy for the first monitoring transmitter and the second monitoring transmitter, the first monitoring transmitter transmits an infrared induction line through an infrared transmitter, an infrared receiver in the second monitoring transmitter is utilized to receive the electric energy, the connection between a bridge and a bridge is monitored in real time, when the bridge and the bridge are broken and separated, the infrared transmitter and the infrared receiver lose induction connection, the infrared transmitter and the infrared receiver respectively transmit information to an information collector, the information collector transmits the processed information to a terminal by a singlechip to warn constructors, the constructors monitor the bridge to avoid accidents, the concrete plate is monitored through a strain gauge lead, when the concrete plate is broken, strainometer wire can send the warning to information collector, first control transmitter and second control transmitter pass through the level detector and monitor the level stability between bridge and the bridge, when the slope appears in the bridge or sinks, the skew can appear in the level detector, when the skew appears in the level detector, information collector sends the terminal after information processing good through the singlechip on, warn constructor, this design is used for monitoring the level stability of bridge, when constructor is under construction on the bridge, when the action is too big, can lead to the fact the vibration to the bridge, consequently when the vibration is too big in the work progress, the bridge will transmit on the mounting panel, the mounting panel sends the information collector with vibration frequency through vibration sensor, the mounting panel cushions the vibration wave through telescopic link cooperation spring, avoid long-term use to cause the damage.
Compared with the prior art, the invention has the beneficial effects that: the design is used for reducing the existence of dangerous hidden dangers or reaching a design expected value in the construction process of the bridge span structure through the organic combination of construction monitoring and control to the greatest extent through the organic combination of construction monitoring and control, and ensuring that the stress value of the main control section of the full bridge is in a safety range in the whole construction process, the safety and normal operation of bridge construction are ensured.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic structural diagram of a bridge construction monitoring system according to the present invention.
Fig. 2 is a schematic front view of a cross-sectional structure of a bridge construction monitoring system according to the present invention.
Fig. 3 is a schematic front sectional view of the monitoring system of the present invention.
Fig. 4 is a schematic top sectional view of the monitoring system of the present invention.
FIG. 5 is an enlarged view of A in FIG. 3 according to the present invention.
In the figure: the device comprises a bridge-1, a temporary steel structure-2, pier columns-3, supports-4, pier tops-5, a main body-1 a, a monitoring system-1 b, a sealing lead-1 c, a solar panel-1 d, distributed steel bars-1 e, strain gauge leads-1 a1, an electrically controlled hydraulic cylinder-1 b1, a telescopic push-pull rod-1 b2, a connecting plate-1 b3, a first monitoring emitter-1 b4, a second monitoring emitter-1 b5, a vibration monitoring mechanism-1 b6, a machine body-1 b41, an information collector-1 b42, an infrared emitter-1 b43, an infrared receiver-1 b44, a single chip microcomputer-1 b45, a chute-g 1, a pulley-g 2, a horizontal detector-g 3, an installation plate-1 b61, a vibration sensor-1 b62, a main body-1 a, a monitoring system-1 b3, a telescopic rod-1 b63, a spring-1 b64 and a support rod-1 b 65.
Detailed Description
In order to make the technical means, the original characteristics, the achieved purposes and the effects of the invention easy to understand, the following description and the accompanying drawings further illustrate the preferred embodiments of the invention.
Example 1
Referring to fig. 1-4, the invention provides a bridge construction monitoring system, the structure of which comprises a bridge 1, a temporary steel structure 2, a pier stud 3, a support 4 and a pier top 5, wherein the pier stud 3 is arranged below the middle position of the bottom end of the bridge 1, the bridge 1 is connected with the pier stud 3 through the pier top 5, the temporary steel structure 2 is arranged on the surface of the top end of the pier stud 3, the support 4 is arranged below the bottom end of the pier stud 3, and the pier stud 3 is in tenon connection with the support 4.
Bridge 1 constitute by main part 1a, monitored control system 1b, leakproofness wire 1c, solar panel 1d, distribution reinforcement 1e, the inside top of main part 1a on install monitored control system 1b, main part 1a right-hand member on be equipped with solar panel 1d, main part 1a and solar panel 1d swing joint, monitored control system 1b and solar panel 1d connect through leakproofness wire 1c electricity, the inside bottom of main part 1a install distribution reinforcement 1 e.
More than two strain gauge lead wires 1a1 are arranged in the main body 1a, and the main body 1a is fixedly connected with the strain gauge lead wires 1a 1.
The monitoring system 1b consists of an electric control hydraulic cylinder 1b1, a telescopic push-pull rod 1b2, a connecting plate 1b3, a first monitoring transmitter 1b4, a second monitoring transmitter 1b5 and a vibration monitoring mechanism 1b6, a second monitoring transmitter 1b5 is arranged on the right side of the first monitoring transmitter 1b4, the first monitoring transmitter 1b4 is matched with the second monitoring transmitter 1b5 in a sliding way, the top ends of the first monitoring transmitter 1b4 and the second monitoring transmitter 1b5 are both provided with a connecting plate 1b3, a telescopic push-pull rod 1b2 is arranged on the connecting plate 1b3, one end of the telescopic push-pull rod 1b2 is fixedly connected with the connecting plate 1b3, the other end of the telescopic push-pull rod 1b2 is provided with an electric control hydraulic cylinder 1b1, the electric control hydraulic cylinder 1b1 is mechanically connected with the telescopic push-pull rod 1b2, the first monitor transmitter 1b4 and the second monitor transmitter 1b5 are both provided with a vibration monitoring mechanism 1b6 on the surface.
The first monitoring transmitter 1b4 comprises a machine body 1b41, an information collector 1b42, an infrared transmitter 1b43, an infrared receiver 1b44 and a single chip microcomputer 1b45, wherein the information collector 1b42 is installed inside the machine body 1b41, the single chip microcomputer 1b45 is arranged on the information collector 1b42, the information collector 1b42 is electrically connected with the single chip microcomputer 1b45, the infrared transmitter 1b43 and the infrared receiver 1b44 are installed on the front end of the machine body 1b41 in parallel, and the infrared transmitter 1b43 is matched with the infrared receiver 1b 44.
First monitoring transmitter 1b4 inboard on be equipped with spout g1, second monitoring transmitter 1b5 inboard on install pulley g2, spout g1 and pulley g2 sliding fit.
The principle of the embodiment: the electric energy is transmitted to the first monitoring transmitter 1b4 and the second monitoring transmitter 1b5 by the solar panel 1d through the sealing lead 1c to provide the electric energy for the first monitoring transmitter 1b4, the infrared sensing line is transmitted by the infrared transmitter 1b43, the infrared receiver 1b44 in the second monitoring transmitter 1b5 is used for receiving, the connection between the bridge 1 and the bridge 1 is monitored at any time, when the bridge 1 and the bridge 1 are broken and separated, the infrared transmitter 1b43 and the infrared receiver 1b44 lose the sensing connection, the infrared transmitter 1b43 and the infrared receiver 1b44 respectively transmit the information to the information collector 1b42, the information collector 1b42 processes the information by the single chip 1b45 and then transmits the processed information to the terminal to warn constructors, the constructors monitor the bridge 1 to avoid accidents, the concrete slab is monitored through the strain gauge lead wire 1a1, and when the concrete slab breaks, the strain gauge lead wire 1a1 warns the information collector 1b 42.
The method for solving the problems in the embodiment is as follows: utilize solar panel 1d to provide the electric energy for first control transmitter 1b4 and second control transmitter 1b5, first control transmitter 1b4 and second control transmitter 1b5 carry out the control of going on in time through infrared emitter 1b43 and infrared receiver 1b44 to being connected between bridge 1 and the bridge 1, when the accident appears, information collector 1b42 sends the terminal after processing information through singlechip 1b45, warn the constructor.
Example 2
Referring to fig. 1-5, the present invention provides a bridge construction monitoring system, wherein a horizontal detector g3 is disposed below the bottom ends of the first monitoring transmitter 1b4 and the second monitoring transmitter 1b5, and the first monitoring transmitter 1b4 and the second monitoring transmitter 1b5 are movably connected to the horizontal detector g 3.
Vibration monitoring mechanism 1b6 constitute by mounting panel 1b61, vibration sensor 1b62, telescopic link 1b63, spring 1b64, branch 1b65, mounting panel 1b61 top intermediate position on be equipped with vibration sensor 1b62, mounting panel 1b61 and vibration sensor 1b62 glue and connect, mounting panel 1b61 bottom under be equipped with telescopic link 1b63, mounting panel 1b61 and telescopic link 1b63 fixed connection, telescopic link 1b63 install spring 1b64 on the surface telescopic link 1b63 bottom locate on branch 1b65 top, telescopic link 1b63 and branch 1b65 sliding fit.
The second monitoring transmitter 1b5 is installed in another bridge 1, so that the first monitoring transmitter 1b4 and the second monitoring transmitter 1b5 are located on the same horizontal plane, the first monitoring transmitter 1b4 and the second monitoring transmitter 1b5 are in the same structure, the horizontal detector g3 is electrically connected with the information collector 1b42, and the vibration sensor 1b62 is connected with the information collector 1b42 through a wire.
The principle of the embodiment: the first monitoring emitter 1b4 and the second monitoring emitter 1b5 monitor the horizontal stability between the bridge 1 and the bridge 1 through the horizontal detector g3, when the bridge 1 inclines or sinks, the horizontal detector g3 will deviate, when the horizontal detector g3 deviates, the information collector 1b42 will send the processed information to the terminal through the single chip 1b45, and warn the constructor, the design is used to monitor the horizontal stability of the bridge 1, when the constructor constructs on the bridge 1, the action is too large, the vibration will be caused to the bridge 1, therefore, when the vibration is too large during the construction process, the bridge 1 will transmit to the mounting plate 1b61, the mounting plate 1b61 sends the vibration frequency to the information collector 1b42 through the vibration sensor 1b62, the mounting plate 1b61 will buffer the vibration wave through the telescopic rod 1b63 cooperating with the spring 1b64, avoid the damage caused by long-term use.
The method for solving the problems in the embodiment is as follows: monitor through level detector g3 level stability between bridge 1 and bridge 1, utilize vibration sensor 1b62 to monitor often vibration frequency on the bridge 1, avoid the too high bridge 1 of vibration frequency to cause the damage, this design is used for through the organic combination of construction monitoring and control, make the bridge span structure reduce the existence of dangerous hidden danger or reach design expected value in the work progress as far as possible, guarantee that full-bridge main control cross section stress value is in safety range in whole work progress, ensure bridge construction safety and normal operation.
While there have been shown and described what are at present considered the fundamental principles of the invention, the essential features and advantages thereof, it will be understood by those skilled in the art that the present invention is not limited by the embodiments described above, which are merely illustrative of the principles of the invention, but rather, is capable of numerous changes and modifications in various forms without departing from the spirit or essential characteristics thereof, and it is intended that the invention be limited not by the foregoing descriptions, but rather by the appended claims and their equivalents.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (8)
1. The utility model provides a bridge construction monitored control system, its structure includes bridge (1), interim steel construction (2), pier stud (3), support (4), mound top (5), its characterized in that: bridge (1) bottom intermediate position have pier stud (3) down, bridge (1) and pier stud (3) be connected through mound top (5), pier stud (3) top install interim steel construction (2) on the surface, pier stud (3) bottom have support (4), pier stud (3) and support (4) joggle joint.
2. A bridge construction monitoring system according to claim 1, characterised in that: bridge (1) constitute by main part (1a), monitored control system (1b), leakproofness wire (1c), solar panel (1d), distribution reinforcement (1e), main part (1a) inside top on install monitored control system (1b), main part (1a) right-hand member on be equipped with solar panel (1d), main part (1a) and solar panel (1d) swing joint, monitored control system (1b) and solar panel (1d) connect through leakproofness wire (1c) electricity, main part (1a) inside bottom install distribution reinforcement (1 e).
3. A bridge construction monitoring system according to claim 2, characterized in that: more than two strain gauge lead wires (1a1) are further arranged inside the main body (1a), and the main body (1a) is fixedly connected with the strain gauge lead wires (1a 1).
4. A bridge construction monitoring system according to claim 2, characterized in that: the monitoring system (1b) consists of an electric control hydraulic cylinder (1b1), a telescopic push-pull rod (1b2), a connecting plate (1b3), a first monitoring transmitter (1b4), a second monitoring transmitter (1b5) and a vibration monitoring mechanism (1b6), wherein the right side of the first monitoring transmitter (1b4) is provided with the second monitoring transmitter (1b5), the first monitoring transmitter (1b4) is in sliding fit with the second monitoring transmitter (1b5), the top ends of the first monitoring transmitter (1b4) and the second monitoring transmitter (1b5) are respectively provided with the connecting plate (1b3), the connecting plate (1b3) is provided with the telescopic push-pull rod (1b2), one end of the telescopic push-pull rod (1b2) is fixedly connected with the connecting plate (1b3), the other end of the telescopic push-pull rod (1b2) is provided with the electric control hydraulic cylinder (1b1), the electric control hydraulic cylinder (1b1) is mechanically connected with the telescopic push-pull rod (1b2), and vibration monitoring mechanisms (1b6) are arranged on the surfaces of the first monitoring transmitter (1b4) and the second monitoring transmitter (1b 5).
5. A bridge construction monitoring system according to claim 4, characterized in that: first monitoring transmitter (1b4) by organism (1b41), information collector (1b42), infrared emitter (1b43), infrared receiver (1b44), singlechip (1b45) constitute, organism (1b41) internally mounted have information collector (1b42), information collector (1b42) on be equipped with singlechip (1b45), information collector (1b42) and singlechip (1b45) electricity connect, organism (1b41) front end on install infrared emitter (1b43) and infrared receiver (1b44) side by side, infrared emitter (1b43) cooperate with infrared receiver (1b 44).
6. A bridge construction monitoring system according to claim 4 or 5, characterised in that: first monitoring transmitter (1b4) inboard on be equipped with spout (g1), second monitoring transmitter (1b5) inboard on install pulley (g2), spout (g1) and pulley (g2) sliding fit.
7. A bridge construction monitoring system according to claim 4 or 5 or 6, wherein: the bottom ends of the first monitoring emitter (1b4) and the second monitoring emitter (1b5) are respectively provided with a horizontal detector (g3), and the first monitoring emitter (1b4) and the second monitoring emitter (1b5) are movably connected with the horizontal detector (g 3).
8. A bridge construction monitoring system according to claim 4, characterized in that: vibration monitoring mechanism (1b6) constitute by mounting panel (1b61), vibration sensor (1b62), telescopic link (1b63), spring (1b64), branch (1b65), mounting panel (1b61) top intermediate position on be equipped with vibration sensor (1b62), mounting panel (1b61) and vibration sensor (1b62) glue and connect, mounting panel (1b61) bottom under be equipped with telescopic link (1b63), mounting panel (1b61) and telescopic link (1b63) fixed connection, telescopic link (1b63) install spring (1b64) on the surface telescopic link (1b63) bottom locate on branch (1b65) top, telescopic link (1b63) and branch (1b65) sliding fit.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110136780.2A CN112731854B (en) | 2020-02-12 | 2020-02-12 | Bridge construction monitoring system |
| CN202010088530.1A CN111176195B (en) | 2020-02-12 | 2020-02-12 | Bridge construction monitoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010088530.1A CN111176195B (en) | 2020-02-12 | 2020-02-12 | Bridge construction monitoring system |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110136780.2A Division CN112731854B (en) | 2020-02-12 | 2020-02-12 | Bridge construction monitoring system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111176195A true CN111176195A (en) | 2020-05-19 |
| CN111176195B CN111176195B (en) | 2021-03-26 |
Family
ID=70651261
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110136780.2A Active CN112731854B (en) | 2020-02-12 | 2020-02-12 | Bridge construction monitoring system |
| CN202010088530.1A Active CN111176195B (en) | 2020-02-12 | 2020-02-12 | Bridge construction monitoring system |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110136780.2A Active CN112731854B (en) | 2020-02-12 | 2020-02-12 | Bridge construction monitoring system |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN112731854B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113137915A (en) * | 2021-04-22 | 2021-07-20 | 淮南市公路管理局直属分局 | Highway bridge flatness detection equipment |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116674189B (en) * | 2023-07-27 | 2023-11-10 | 泸州胜扬新材料有限公司 | Geogrid single biaxial stretching apparatus for producing |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1816665A (en) * | 2003-06-06 | 2006-08-09 | 佩德罗·阿尔瓦雷斯·里贝罗·多·卡尔罗·帕谢科 | Gantry with auto-adjusting prestessing |
| CN1986972A (en) * | 2006-11-17 | 2007-06-27 | 北京航空航天大学 | Moving position gesture measuring method based on double image sensor suitable for top bridge construction |
| KR100814388B1 (en) * | 2007-08-28 | 2008-03-18 | 노윤근 | A bridge lifting method during vehicle passing |
| CN103558040A (en) * | 2013-07-26 | 2014-02-05 | 合肥工业大学 | Equipment and method for cable-stayed bridge cable replacing engineering monitoring |
| CN103926903A (en) * | 2014-04-24 | 2014-07-16 | 中铁五局集团第四工程有限责任公司 | Safety monitoring system for bridge girder erection machine |
| CN204753403U (en) * | 2015-07-07 | 2015-11-11 | 浙江海洋学院 | Bridge construction sliding template stable system |
| CN105804127A (en) * | 2016-04-22 | 2016-07-27 | 上海工程技术大学 | Automatic intelligent foundation pit inclination measurement system |
| CN106012829A (en) * | 2016-06-23 | 2016-10-12 | 张跃 | Heating system for bridge pavement and construction method |
| CN107345388A (en) * | 2017-06-19 | 2017-11-14 | 中交第二航务工程局有限公司 | Intelligent beam section Matching installation control system |
| CN107724251A (en) * | 2017-11-27 | 2018-02-23 | 广西南宁胜祺安科技开发有限公司 | Continuous Bridge uses the construction method of pushing tow beam body |
| CN207295479U (en) * | 2017-09-10 | 2018-05-01 | 贵州隆鑫环保科技有限公司 | A kind of bridge incremental launching construction displacement of bridge pier monitoring and support system |
| CN108196497A (en) * | 2018-02-23 | 2018-06-22 | 长安大学 | A kind of Bridge Erector real-time security monitoring system |
| CN108330844A (en) * | 2018-01-18 | 2018-07-27 | 重庆溢权科技发展有限公司 | Based on Big Dipper positioning intelligent Bridge Rotation Construction Technique method |
| CN207775699U (en) * | 2017-11-27 | 2018-08-28 | 张辉 | A kind of novel municipal road and bridge construction monitoring device |
| CN108774955A (en) * | 2018-01-18 | 2018-11-09 | 重庆溢权科技发展有限公司 | A kind of Bridge Rotation Construction Technique intelligence control system |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102074094B (en) * | 2011-01-14 | 2013-01-02 | 北华航天工业学院 | Security early-warning prompting system for bridges |
| TWI580842B (en) * | 2013-04-10 | 2017-05-01 | qing-long Liao | Integrated Control System for Bridge Roof |
| CN106958192B (en) * | 2017-04-13 | 2018-12-18 | 华北水利水电大学 | A kind of control structure and method inhibiting Bridge Flutter |
| CN107403537A (en) * | 2017-08-01 | 2017-11-28 | 钟晓梅 | A kind of artificial intelligence early warning system for bridge deformation monitoring |
| CN109629556B (en) * | 2019-01-24 | 2023-10-27 | 华东交通大学 | Pier variable cross-section vibration isolation pile foundation and construction method thereof |
-
2020
- 2020-02-12 CN CN202110136780.2A patent/CN112731854B/en active Active
- 2020-02-12 CN CN202010088530.1A patent/CN111176195B/en active Active
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1816665A (en) * | 2003-06-06 | 2006-08-09 | 佩德罗·阿尔瓦雷斯·里贝罗·多·卡尔罗·帕谢科 | Gantry with auto-adjusting prestessing |
| CN1986972A (en) * | 2006-11-17 | 2007-06-27 | 北京航空航天大学 | Moving position gesture measuring method based on double image sensor suitable for top bridge construction |
| KR100814388B1 (en) * | 2007-08-28 | 2008-03-18 | 노윤근 | A bridge lifting method during vehicle passing |
| CN103558040A (en) * | 2013-07-26 | 2014-02-05 | 合肥工业大学 | Equipment and method for cable-stayed bridge cable replacing engineering monitoring |
| CN103926903A (en) * | 2014-04-24 | 2014-07-16 | 中铁五局集团第四工程有限责任公司 | Safety monitoring system for bridge girder erection machine |
| CN204753403U (en) * | 2015-07-07 | 2015-11-11 | 浙江海洋学院 | Bridge construction sliding template stable system |
| CN105804127A (en) * | 2016-04-22 | 2016-07-27 | 上海工程技术大学 | Automatic intelligent foundation pit inclination measurement system |
| CN106012829A (en) * | 2016-06-23 | 2016-10-12 | 张跃 | Heating system for bridge pavement and construction method |
| CN107345388A (en) * | 2017-06-19 | 2017-11-14 | 中交第二航务工程局有限公司 | Intelligent beam section Matching installation control system |
| CN207295479U (en) * | 2017-09-10 | 2018-05-01 | 贵州隆鑫环保科技有限公司 | A kind of bridge incremental launching construction displacement of bridge pier monitoring and support system |
| CN107724251A (en) * | 2017-11-27 | 2018-02-23 | 广西南宁胜祺安科技开发有限公司 | Continuous Bridge uses the construction method of pushing tow beam body |
| CN207775699U (en) * | 2017-11-27 | 2018-08-28 | 张辉 | A kind of novel municipal road and bridge construction monitoring device |
| CN108330844A (en) * | 2018-01-18 | 2018-07-27 | 重庆溢权科技发展有限公司 | Based on Big Dipper positioning intelligent Bridge Rotation Construction Technique method |
| CN108774955A (en) * | 2018-01-18 | 2018-11-09 | 重庆溢权科技发展有限公司 | A kind of Bridge Rotation Construction Technique intelligence control system |
| CN108196497A (en) * | 2018-02-23 | 2018-06-22 | 长安大学 | A kind of Bridge Erector real-time security monitoring system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113137915A (en) * | 2021-04-22 | 2021-07-20 | 淮南市公路管理局直属分局 | Highway bridge flatness detection equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111176195B (en) | 2021-03-26 |
| CN112731854B (en) | 2023-04-14 |
| CN112731854A (en) | 2021-04-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111176195B (en) | Bridge construction monitoring system | |
| CN109371815A (en) | A kind of beam body waveform steel combination protecting canopy frame and preparation method thereof | |
| CN208105019U (en) | A kind of bridge deformation monitoring safety pre-warning system | |
| CN110512517B (en) | Bridge engineering construction platform | |
| CN101187268B (en) | Height adjustable transmission iron tower capable of even precipitation | |
| CN201530989U (en) | Split-type double-box steel box girder laid with transmission pipelines | |
| CN108562531B (en) | Bridge suspension cable corrosion detection equipment | |
| CN104358405A (en) | Heavy load full formwork support system | |
| CN107394733A (en) | Power transmission line wind servicing unit | |
| CN105274940A (en) | Integrated mounting method for bridge arch rib | |
| CN214702109U (en) | Photovoltaic flexible support deformation rapid monitoring device | |
| CN102031748B (en) | Split-type double-box steel box girder for laying conveying pipes | |
| CN109653082B (en) | Bidirectional function separation type damping system | |
| CN202401386U (en) | Cable bridge for frame bridge | |
| CN204387489U (en) | A kind of Novel cable steel bracket | |
| CN204959605U (en) | Knotted rope hookup | |
| CN215296533U (en) | Anchor line stress monitoring device | |
| CN220619752U (en) | Steel structure bridge | |
| CN220704300U (en) | Bridge stop device based on BIM | |
| CN217733731U (en) | Bridge auxiliary supporting mechanism | |
| CN219410569U (en) | Steel-concrete combined truss girder | |
| CN217026722U (en) | Bridge prestress tensioning and grouting system | |
| CN219343112U (en) | Foundation skirt pile sleeve and jacket platform for offshore booster station | |
| CN213978536U (en) | Anti-cracking device for highway bridge | |
| CN211081917U (en) | Under wear existing passenger transport railway box culvert top push D type just roof beam secondary connection structure |
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 | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210308 Address after: 310000 room 706, building 4, 126 Ding'an Road, Shangcheng District, Hangzhou City, Zhejiang Province Applicant after: Hangzhou golden partner Intelligent Technology Co.,Ltd. Address before: 86 No. 341000 Jiangxi city of Ganzhou province Zhanggong District Hongqi Avenue Applicant before: Wang Limin |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210816 Address after: 271000 second floor, Xinghuo science and Technology Park, development zone, Tai'an City, Shandong Province Patentee after: Shandong Huage Architectural Design Co.,Ltd. Address before: 310000 room 706, building 4, 126 Ding'an Road, Shangcheng District, Hangzhou City, Zhejiang Province Patentee before: Hangzhou golden partner Intelligent Technology Co.,Ltd. |
|
| TR01 | Transfer of patent right |