CN212569139U - Steel trestle bridge tubular pile construction location measuring device - Google Patents
Steel trestle bridge tubular pile construction location measuring device Download PDFInfo
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- CN212569139U CN212569139U CN202020474111.7U CN202020474111U CN212569139U CN 212569139 U CN212569139 U CN 212569139U CN 202020474111 U CN202020474111 U CN 202020474111U CN 212569139 U CN212569139 U CN 212569139U
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- pile construction
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Abstract
The utility model discloses a steel landing stage tubular pile construction location measuring device includes the mounting panel, and the lateral wall fixed mounting of mounting panel has cursory, and there is splint one side of cursory through pivot movable mounting, and the lateral wall fixed mounting of splint has the spring, and the bottom fixed mounting of mounting panel has the calibration box, and the inside fixed mounting of calibration box has the spout, and the inside movable mounting of spout has the gyro wheel, and the one end fixed mounting of gyro wheel has the head rod. The utility model discloses, when measuring, open infrared reflector through the controller, light that infrared reflector sent passes through the speculum and reflects to the photoresistor board on, calculation through the controller afterwards, fix a position the distance between the positioning steel bar to accomplish the definite of position between the positioning steel bar, at last with data transfer to outside treater through the controller, come supplementary operating personnel to judge, and then compare and use the holometer to measure on the hull and compare, the operation mode is more simple and convenient swift.
Description
Technical Field
The utility model relates to a bridge technical field specifically is a steel landing stage tubular pile construction location measuring device.
Background
In civil engineering, temporary bridge facilities constructed for transporting materials, equipment and personnel are divided into wooden trestles and steel trestles according to the materials used. The method is used as the only passage for material supply and traffic access in the construction of the main bridge at sea, and is also the basic engineering and the control engineering of the construction of the whole sea-crossing bridge.
Therefore, before construction, the determination of the position of the steel pipe is extremely important for the whole engineering, and the existing measurement methods, especially when measurement and positioning are carried out on the water surface, take ships as carriers and then take an all-position instrument for measurement, are extremely inconvenient to operate, are influenced by water surface fluctuation, cause the accuracy of measurement to be reduced, further need to carry out multiple measurements to ensure the accuracy of the position, further prolong the operation time and delay the engineering progress.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel landing stage tubular pile construction location measuring device to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a positioning and measuring device for steel trestle pipe pile construction comprises a mounting plate, wherein a buoy is fixedly mounted on the side wall of the mounting plate, a clamping plate is movably arranged on one side of the float through a rotating shaft, a spring is fixedly arranged on the side wall of the clamping plate, the bottom of the mounting plate is fixedly provided with a calibration box, the interior of the calibration box is fixedly provided with a chute, a roller is movably arranged in the chute, one end of the roller is fixedly provided with a first connecting rod, a second connecting rod is movably arranged at one end of the first connecting rod through a rotating shaft, a calibration block is fixedly arranged at one end of the second connecting rod, the side wall of the mounting plate is fixedly provided with a controller which is electrically connected with an infrared reflector, one side fixed mounting of infrared reflector has the photoresistance board, the lateral wall fixed mounting of mounting panel has the fixed station, the inside fixed mounting of fixed station has the speculum.
Preferably, the reflector is formed by splicing two pieces of lenses which are at an angle of ninety degrees with each other in an adhesive manner.
Preferably, the side wall of one end of the second connecting rod and the calibration box are both fixedly provided with floats.
Preferably, the number of the sliding grooves is four, and the four sliding grooves are arranged in the calibration box in a cross manner.
Preferably, the controller and the fixed table are arranged at the opposite side walls of the mounting plate on which the floats are arranged.
Preferably, the number of the buoys arranged on the mounting plate is two, and the two buoys are symmetrically arranged on two sides of the clamping plate.
Compared with the prior art, the beneficial effects of the utility model are that:
1. this steel trestle tubular pile construction location measuring device, when fixing a position, after the reinforcing bar that is used for the mark location takes one's place, install this measuring device to the reinforcing bar back through splint, utilize the effect of spring to let splint press from both sides tight reinforcing bar, when using on the surface of water, can also let this measuring device be applicable to any operational environment condition through the buoyancy that the cooperation cursory produced.
2. This steel trestle tubular pile construction location measuring device, when measuring, open infrared reflector through the controller, the light that infrared reflector sent passes through the speculum and reflects to the photoresistor board on, calculation through the controller afterwards, fix a position the distance between the positioning steel bar, thereby accomplish the definite of position between the positioning steel bar, at last with data transfer to outside treater through the controller, come supplementary operating personnel to judge, and then compare and use the overall position appearance to measure on the hull and compare, the operation mode is more simple and convenient swift.
Drawings
Fig. 1 is a front view of the structure of the present invention;
FIG. 2 is a top view of the connection between the mounting plate and the clamping plate of the present invention;
fig. 3 is a rear view of the structure of the present invention.
In the figure: the device comprises a mounting plate 1, a buoy 2, a clamping plate 3, a spring 4, a calibration box 5, a sliding chute 6, a roller 7, a first connecting rod 8, a second connecting rod 9, a calibration block 10, a controller 11, an infrared reflector 12, a photoresistance plate 13, a fixed table 14 and a reflector 15.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides an embodiment: a steel trestle tubular pile construction positioning and measuring device comprises a mounting plate 1, wherein the side wall of the mounting plate 1 is fixedly provided with floats 2, one side of each float 2 is movably provided with a clamping plate 3 through a rotating shaft, the number of the floats 2 arranged on the mounting plate 1 is two, the two floats 2 are symmetrically arranged at two sides of the clamping plate 3, the side wall of the clamping plate 3 is fixedly provided with a spring 4, the bottom of the mounting plate 1 is fixedly provided with a calibration box 5, the inside of the calibration box 5 is fixedly provided with four chutes 6, the four chutes 6 are arranged in the calibration box 5 in a cross form, the inside of each chute 6 is movably provided with a roller 7, one end of each roller 7 is fixedly provided with a first connecting rod 8, one end of each first connecting rod 8 is movably provided with a second connecting rod 9 through the rotating shaft, one end of each second connecting rod 9 and the side wall of the calibration box 5 are both fixedly provided, one end fixed mounting of second connecting rod 9 has calibration block 10, the lateral wall fixed mounting of mounting panel 1 has controller 11, the mounted position of controller 11 and fixed station 14 is located the relative lateral wall that is provided with cursory 2 on mounting panel 1, 11 electrically connected of controller has infrared reflector 12, one side fixed mounting of infrared reflector 12 has photoresistance board 13, the lateral wall fixed mounting of mounting panel 1 has fixed station 14, the inside fixed mounting of fixed station 14 has speculum 15, speculum 15 is that the lens that is each other ninety degrees angle between two is spliced with sticky form and is constituteed.
The working principle is as follows: when positioning is carried out, after the reinforcing steel bars for marking and positioning are in place, the measuring device is arranged on the reinforcing steel bars through the clamping plate 3, the reinforcing steel bars are clamped by the clamping plate 3 under the action of the spring 4, when the device is used on the water surface, the fixing of the device can be completed by matching with buoyancy generated by the buoy 2, when the measuring device is used, the infrared reflector 12 is opened through the controller 11, light rays emitted by the infrared reflector 12 are reflected to the photoresistance plate 13 through the reflector 15, then the distance between the positioning reinforcing steel bars is positioned through calculation of the controller 11, in addition, as the reflector 15 is in a right angle shape, after infrared rays emitted by the infrared reflector 12 are reflected by the reflector 15, incident infrared rays are parallel to reflected infrared rays, the distance between the two infrared rays is the position difference of the two reinforcing steel bars, and the position difference is reflected to an induction point on the photoresistance plate 13 through the infrared rays, the controller 11 records the sensing points and calculates the difference between the sensing points and the preset position of the infrared reflector 12, so that the position between the positioning reinforcing steel bars is determined, and finally, the controller 11 transmits data to an external processor to assist an operator in judging.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or scope of the present invention. Accordingly, the embodiments of the present invention are exemplary, and not limiting. The scope of the invention is indicated by the appended claims rather than by the foregoing description, and all changes that come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a steel landing stage tubular pile construction location measuring device, includes mounting panel (1), its characterized in that: the side wall fixed mounting of mounting panel (1) has cursory (2), there is splint (3) one side of cursory (2) through pivot movable mounting, the lateral wall fixed mounting of splint (3) has spring (4), the bottom fixed mounting of mounting panel (1) has calibration box (5), the inside fixed mounting of calibration box (5) has spout (6), the inside movable mounting of spout (6) has gyro wheel (7), the one end fixed mounting of gyro wheel (7) has head rod (8), the one end of head rod (8) has second connecting rod (9) through pivot movable mounting, the one end fixed mounting of second connecting rod (9) has calibration piece (10), the lateral wall fixed mounting of mounting panel (1) has controller (11), controller (11) electric connection has infra red reflector (12), one side fixed mounting of infrared reflector (12) has photosensitive resistance board (13), the lateral wall fixed mounting of mounting panel (1) has fixed station (14), the inside fixed mounting of fixed station (14) has speculum (15).
2. The steel trestle bridge tubular pile construction positioning and measuring device of claim 1, which is characterized in that: the reflector (15) is formed by splicing two pieces of lenses which are at an angle of ninety degrees with each other in an adhesive manner.
3. The steel trestle bridge tubular pile construction positioning and measuring device of claim 1, which is characterized in that: and one end of the second connecting rod (9) and the side wall of the calibration box (5) are fixedly provided with floats (2).
4. The steel trestle bridge tubular pile construction positioning and measuring device of claim 1, which is characterized in that: the number of the sliding grooves (6) is four, and the four sliding grooves (6) are arranged in the calibration box (5) in a cross mode.
5. The steel trestle bridge tubular pile construction positioning and measuring device of claim 1, which is characterized in that: the installation positions of the controller (11) and the fixed station (14) are positioned on the opposite side walls of the installation plate (1) provided with the floats (2).
6. The steel trestle bridge tubular pile construction positioning and measuring device of claim 1, which is characterized in that: the number that sets up cursory (2) on mounting panel (1) is two, two cursory (2) set up in the both sides of splint (3) with the form of symmetry.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020474111.7U CN212569139U (en) | 2020-04-02 | 2020-04-02 | Steel trestle bridge tubular pile construction location measuring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020474111.7U CN212569139U (en) | 2020-04-02 | 2020-04-02 | Steel trestle bridge tubular pile construction location measuring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212569139U true CN212569139U (en) | 2021-02-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020474111.7U Active CN212569139U (en) | 2020-04-02 | 2020-04-02 | Steel trestle bridge tubular pile construction location measuring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212569139U (en) |
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2020
- 2020-04-02 CN CN202020474111.7U patent/CN212569139U/en active Active
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| TR01 | Transfer of patent right |
Effective date of registration: 20221128 Address after: 830000 First Floor, No. 117, Hongguang Shandong Road, Shuimogou District, Urumqi, Xinjiang Uygur Autonomous Region Patentee after: Xinjiang Junrong Environmental Protection Technology Engineering Co.,Ltd. Address before: 230601 room 2703, building 8, north gate of poly Lafite mansion, 3333 Hangzhou Road, Baohe District, Hefei City, Anhui Province Patentee before: Wang Bao |