CN112393983B - Semi-automatic, portable and non-destructive testing equipment and method for load-bearing capacity of mobile railings - Google Patents

Semi-automatic, portable and non-destructive testing equipment and method for load-bearing capacity of mobile railings Download PDF

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Publication number
CN112393983B
CN112393983B CN202011338117.2A CN202011338117A CN112393983B CN 112393983 B CN112393983 B CN 112393983B CN 202011338117 A CN202011338117 A CN 202011338117A CN 112393983 B CN112393983 B CN 112393983B
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base platform
contact
railing
fixed
detection
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CN112393983A (en
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薛小强
徐焱强
郭燕培
谭丙炎
王一航
郭紫熙
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Chengdu University of Technology
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Chengdu University of Technology
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    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
    • G01N3/12—Pressure testing
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M13/00—Testing of machine parts

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  • General Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
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  • General Health & Medical Sciences (AREA)
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Abstract

The invention provides a semi-automatic portable movable railing bearing capacity nondestructive testing device and a testing method, wherein the device comprises a base platform, a main support, an auxiliary support, a horizontal force loading device, a contact device and a data acquisition and processing device, the invention detects the height through a hydraulic oil cylinder control device, a servo hydraulic oil cylinder carries out horizontal force grading loading, the device is cooperated with the base, the auxiliary support, the contact and the data acquisition and processing device, so that the bearing capacity of a bridge sidewalk and a horizontal railing of a pedestrian overpass can be detected, the bearing capacity of a railing of the pedestrian overpass for going up and down stairs can be detected, single-point loading detection and two-point loading detection can be realized, the whole instrument is convenient to move, the influence on traffic is small, the structure is relatively simple, and semi-automatic detection can be realized.

Description

Semi-automatic and portable nondestructive testing equipment and method for bearing capacity of movable railing
Technical Field
The invention belongs to the technical field of rail bearing capacity detection, and particularly relates to a device and a method for detecting horizontal thrust bearing capacity of a bridge pavement rail or a pedestrian overpass guardrail.
Background
Along with the rapid development of urban construction and road communication, more and more medium-sized bridges and pedestrian overpass construction are put into an urban road network, so that pedestrians can travel more conveniently. The construction of the sidewalk of the middle and small bridge and the urban pedestrian overpass has good traffic and social benefits for improving the vehicle circulation speed, realizing the diversion of the pedestrians and the vehicles, improving the urban walking quality and the like. Therefore, the safety conditions of the bridge pedestrian railing and the pedestrian overpass railing are correctly detected and evaluated, so that the pedestrian trip safety is ensured, and the safety detection method is very important to the improvement of social service quality.
At present, domestic bridge railing bearing capacity detection device is not much studied, on-site railing detection is carried out on a back heavy object (mostly heavy vehicles) as a back support counter force, traffic is influenced, movement is clumsy, and multi-person auxiliary cooperative work is needed, so that the efficiency is low. Meanwhile, the invention of a overpass railing detection device and a building railing detection device is invented by Beijing municipal research institute, hubei middle-scale building detection technology limited liability company and the like, and the railing detection mode is improved to a certain extent, but the defects are also overcome. Based on the current research and development situation of the railing detection device, considering various factors such as the applicability of the device, economy, high efficiency, convenient movement, traffic influence reduction and the like, it is necessary to invent a railing horizontal bearing capacity detection device which is more automatic, convenient to move and has little influence on traffic.
Disclosure of Invention
The invention discloses semi-automatic and portable nondestructive testing equipment and a testing method for the bearing capacity of a movable railing, which are used for solving the defects in the prior art.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
semi-automatic, portable removal railing bearing capacity nondestructive test equipment includes:
A base platform;
a main support fixedly mounted on the base platform;
the auxiliary support is connected with the main support and the base platform into a whole;
A horizontal force loading telescoping device vertically mounted at the telescoping end of the main support;
a contact device fixed to the telescopic head of the horizontal force loading telescopic device, the contact device being for contacting a rail;
The data acquisition and processing device comprises a displacement sensor and a pressure sensor, wherein the displacement sensor is fixed on the horizontal force loading telescopic device and used for detecting the displacement of the horizontal force loading telescopic device, and the pressure sensor is fixed on the contact device and used for detecting the bearing capacity of the railing.
As a further description of the above technical solution:
The base platform comprises a base platform, and the base platform is made of a steel plate integrally through holes.
As a further description of the above technical solution:
The utility model discloses a novel screw driver for a mobile phone, including base platform, base platform front end lower part rotatable be equipped with two preceding knot boards, base platform is equipped with the semi-automatic spherical controller of pull type that is used for controlling preceding knot board switch, preceding knot board rear portion has wedge stopper in base platform lower part welding, base platform rear end is equipped with two back supports, back supports and includes the universal chassis of bottom, the universal chassis upper end of bottom is fixed with rotatable screw pole, rotatable screw pole passes base platform, and all is equipped with its screw-thread fit's nut at base platform's upper and lower extreme.
As a further description of the above technical solution:
The utility model discloses a base platform, including base platform, steel pipe, base platform, movable handrail, wherein four hidden universal wheels are arranged at the lower part of the base platform, a through square hole is formed in the middle of the front end of the base platform, a pipe level bubble is embedded in the upper part of the rear end of the base platform, the movable handrail is arranged on the base platform and comprises a steel rod fixed with the base platform and a steel pipe handrail fixed at the upper end of the steel rod.
As a further description of the above technical solution:
The main support comprises a hydraulic oil cylinder, the lower end of the hydraulic oil cylinder is fixed on the base platform, and a connecting block is fixed on a telescopic rod at the upper end of the hydraulic oil cylinder.
As a further description of the above technical solution:
The auxiliary support comprises a rear auxiliary support and a front auxiliary support, the rear auxiliary support comprises three non-telescopic steel bars, the bottoms of the three non-telescopic steel bars are respectively provided with a slidable steel track groove and a slidable limiting block, the non-telescopic steel bars are hinged to a connecting block of the main support through connecting rings, the three non-telescopic steel bars are distributed at 45 degrees and 0 degrees and 45 degrees along the center of the main support on a base platform, the non-telescopic steel bars are hinged to the slidable steel track grooves through hook rings, the front auxiliary support comprises a supporting steel bar, one end of the supporting steel bar is connected to the main support through a detachable hook ring, and the other end of the supporting steel bar is connected with a fixed block of the base platform through the hook rings.
As a further description of the above technical solution:
the horizontal force loading telescopic device comprises a servo hydraulic oil cylinder, the rear end of the servo hydraulic oil cylinder can be fixed on the connecting block by screws, and the front end of a telescopic rod of the servo hydraulic oil cylinder is connected with a connector and an angle converter.
As a further description of the above technical solution:
The contact device comprises two high-strength bending-resistant steel plates, two fixed steel sleeve plates, connectors, a sliding rail, three contact blocks and three fixing rings, wherein the middle of each bending-resistant steel plate is grooved, the two ends of each fixed steel sleeve plate are fixed inside through screws, the sliding rail is fixed on the middle groove of each bending-resistant steel plate, the connectors are fixed at the middle of each fixed steel sleeve plate, the contact blocks at the middle are fixed on the connectors, the two ends of each contact block are arranged on the sliding rail, the contact blocks at the two ends of each contact block can slide on the sliding rail and can be fixed at detection positions, the bottoms of the contact blocks are fixed on the fixing rings, and the fixing rings can change along with the position change of the contact blocks.
As a further description of the above technical solution:
the data acquisition processing device further comprises a signal acquisition card, a laser level and a computer, wherein the signal acquisition card is used for collecting data of the pressure sensor and the displacement sensor and transmitting the data to the computer, the computer is used for collecting and processing the data, and the laser level is arranged on a connecting block of the main support and used for guiding the lifting oil cylinder to enable the contact block to horizontally align with the railing handrail.
According to the detection method of the semi-automatic portable movable railing bearing capacity nondestructive detection equipment, the detection method comprises the following steps:
step 1, leveling a base platform 1;
① And (3) single-point detection, namely screwing screws to remove two bending-resistant steel plates of the contact device, pushing handrails to enable the front end of the base platform to be inserted into the outer edge of a bridge pavement or a pavement slab of a pavement below the handrails, enabling the front hook plate to be integrally exposed, observing the position of an adjusting platform of the servo hydraulic cylinder, enabling a horizontal force loading telescopic device to be aligned with a detection point, then pulling two front hook plate spherical controllers to enable the front hook plate to be opened, pulling the handrails to enable the base platform to move backwards, enabling the front hook plate to be in contact with the outer edge of the pavement slab or the outer edge of the pavement slab, collecting hidden universal wheels, enabling a universal chassis supported at the rear place to be horizontally arranged on the pavement slab or the pavement slab, and finally adjusting the supporting height to enable tube level bubbles to be centered.
② Installing two bending-resistant steel plates of a fixed contact device, removing a middle contact block and a fixed ring, packing up a hidden universal wheel, integrally placing detection equipment at a detection position, enabling the front end of a base platform to be inserted into the outer edge of a bridge pavement or the outer edge of a pavement slab to enable a front hook plate to be integrally exposed, observing the position of the base platform to be adjusted by a servo hydraulic cylinder, enabling a horizontal force loading telescopic device to be aligned with a railing middle upright post, adjusting the positions of the two contact blocks, enabling the contact blocks to be aligned with the midpoint of the detection railing, pulling two front hook plate spherical controllers to enable the front hook plate to be opened, pulling the railing to enable the base platform to be moved backwards, enabling the front hook plate to contact the outer edge of the bridge pavement or the outer edge of the pavement slab to be horizontally placed on the pavement slab or the pavement slab, and adjusting the supporting height to enable a pipe level bubble to be centered;
step 2, detecting height adjustment;
Opening the laser level, loosening a slidable limiting block of the rear auxiliary support, starting a hydraulic cylinder by a computer, controlling the lifting height of the main support, enabling the laser point to be aligned with the middle part of the railing, stopping lifting of the main support, and finally fixing the rear auxiliary support slidable limiting block by screwing the limiting block and fixing a handle;
step3, adjusting a contact device;
and (3) single-point detection, namely opening the fixed ring, starting the horizontal servo hydraulic cylinder by a computer, stopping the extension of the cylinder after the contact block is contacted with the railing, finely adjusting the position of the contact block, and closing the fixed ring to enable the fixed ring to grip the railing.
The two-point detection comprises loosening the angle converter, rotating the contact device to be parallel to the railing, locking the angle converter, opening two fixing rings, starting a horizontal servo hydraulic cylinder controller by a computer, enabling two contact blocks to be in contact with the railing, stopping the extension of the cylinder, finely adjusting the positions of the contact blocks, aligning to detection points, closing the two fixing rings, and enabling the fixing rings to grip the railing;
step 4, connecting a data acquisition processing device;
connecting the displacement sensor and the pressure sensor to a signal acquisition card, connecting the signal acquisition card to a computer, and recording initial data;
step 5, detecting bearing capacity;
The computer controls the servo hydraulic cylinder to load, the loading force and the loading process are implemented according to B.3 section bearing capacity detection program in the Specification CJJ11-2011 (2019 edition) 10.0.7 and the building glass and metal guardrail JG/T342-2012;
and 6, after the detection is finished, the disassembly or the movement device is reversely operated according to the detection installation mode.
The invention has the following beneficial effects:
The invention detects the height through the hydraulic oil cylinder control device, the servo hydraulic oil cylinder carries out horizontal force grading loading, and the servo hydraulic oil cylinder cooperates with the base, the auxiliary support, the contact and the data acquisition and processing device, so that the bearing capacity of the horizontal railing of the bridge pavement and the pedestrian overpass can be detected, the bearing capacity of the railing of the pedestrian overpass for going up and down stairs can be detected, the single-point loading detection and the two-point loading detection can be carried out, the whole instrument is convenient to move, the traffic influence is small, the structure is relatively simple, and the semi-automatic detection can be realized.
Drawings
FIG. 1 is a schematic diagram of the overall structure of a semi-automatic, portable mobile rail load-bearing nondestructive testing apparatus of the present disclosure;
FIG. 2 is a schematic view of a base platform structure of the semi-automatic portable mobile rail bearing capacity nondestructive testing device disclosed by the invention;
FIG. 3 is a schematic view of the main support structure of the non-destructive testing apparatus for the bearing capacity of a semi-automatic and portable movable rail according to the present invention;
FIG. 4 is a schematic view of a secondary support structure of the disclosed semi-automatic, portable mobile rail load-bearing nondestructive testing apparatus;
FIG. 5 is a schematic diagram of the horizontal force loading telescoping device and the data acquisition processing device of the semi-automatic portable movable rail bearing capacity nondestructive testing equipment disclosed by the invention;
FIG. 6 is a schematic view of a contact device of the non-destructive testing apparatus for the bearing capacity of a semi-automatic and portable movable rail according to the present invention;
FIG. 7 is a schematic diagram of a spherical controller of a semi-automatic portable mobile rail load-bearing capacity nondestructive testing device of the present disclosure;
FIG. 8 is a schematic view of a wedge-shaped stopper structure of the non-destructive testing apparatus for the bearing capacity of a semi-automatic and portable movable rail according to the present invention;
fig. 9 is a schematic diagram of a stopper fixing handle in a secondary support structure of the nondestructive testing device for the bearing capacity of a semi-automatic and portable movable rail.
The device comprises a 1-base platform, a 1-1-front hook plate, a 1-2-spherical controller, a 1-2-1-pull head, a 1-2-2-pull rod, a 1-2-3-baffle, a 1-2-4 spring, a 1-2-5-spherical head, a 1-3-bottom universal chassis, a 1-4-nut, a 1-5-movable armrest, a 1-6-hidden universal wheel, a 1-8-pipe level bubble, a 1-9-wedge-shaped limiting block, a 2-main support, a 2-1-common hydraulic cylinder, a 2-2-connecting block, a 2-3-hook ring, a 2-4-hook ring, a 3-pair support, a 3-1-non-telescopic steel rod, a 3-2-support steel rod, a 3-3-track groove, a 3-4-slidable limiting block, a 3-5-connecting ring, a 3-6-fixing block, a 3-7-fixing block fixing handle, a 4-horizontal force loading telescopic device, a 4-1-servo hydraulic cylinder, a 4-2-angle converter, a 5-5-contact device, a 2-6-contact ring, a 1-6-contact ring sensor, a 1-6-contact ring, a 1-contact ring sensor, a 1-6-contact ring sensor and a sensor, a sensor and a sensor The system comprises a signal acquisition card, a 6-4-laser level gauge and a 6-5-computer.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
As shown in figure 1, the semi-automatic and portable movable railing bearing capacity nondestructive testing device comprises a base platform 1, a main support 2, an auxiliary support 3, a horizontal force loading telescopic device 4, a contact device 5 and a data acquisition processing device 6, wherein the main support 2 is fixedly arranged on the base platform 1, the auxiliary support 3 is hinged with the base platform 1 and the main support 2 respectively, the horizontal force loading telescopic device 4 is vertically arranged at the telescopic tail end of the main support 2, the contact device 5 is fixed on the telescopic head of the horizontal force loading telescopic device 4, the contact device 5 is used for contacting a railing, the data acquisition processing device 6 comprises a displacement sensor 6-1 and a pressure sensor 6-2, the displacement sensor 6-1 is fixed on the horizontal force loading telescopic device 4 and used for detecting the displacement of the horizontal force loading telescopic device, and the pressure sensor 6-2 is fixed on the contact device 5 and used for detecting the railing bearing capacity.
In this embodiment, the base platform 1 includes a base platform, which is made of a steel plate with an integral hole; the lower part of the front end of the base platform is rotatably provided with two front hook plates 1-1, the base platform is provided with a pull type semi-automatic spherical controller 1-2 for controlling the front hook plates 1-1 to be opened and closed, the pull type semi-automatic spherical controller 1-2 comprises a 1-2-1-pull head, a 1-2-2-pull rod, a 1-2-3-baffle, a 1-2-4 spring and a 1-2-5-spherical head, the front hook plates 1-1 enable the pull rod 1-2-2 to drive the spherical head 1-2-5 to move outwards to put down by pulling the pull head 1-2-1 of the semi-automatic spherical controller 1-2, the pull head 1-2-1 of the semiautomatic spherical controller is used as a screw cap structure and is fixed with the pull rod 1-2-2, the pull rod 1-2-2 and the spherical head 1-2-5 are welded into a whole, the baffle plate 1-2-3 is welded in the middle of a pore canal, the spring 1-2-4 is used as an elastic structure and has the function of applying elasticity in advance to enable the pulled rod body to rebound to the original position, the rear part of the front hook plate 1-1 is welded with a wedge-shaped limiting block 1-9 at the lower part of a base platform, the wedge-shaped limiting block 1-9 is used for preventing the front baffle plate 1-1 from bending backwards when working, the rear end of the base platform is provided with two rear supports, the rear supports comprise a bottom universal chassis 1-3, the screw rod is fixedly arranged at the upper end of the bottom end universal chassis 1-3, the screw rod penetrates through the base platform, nuts 1-4 in threaded fit with the screw rod are arranged at the upper end and the lower end of the base platform, four hidden universal wheels 1-6 are arranged at the lower part of the base platform, a through square hole 1-7 is formed in the middle of the front end of the base platform, a tube level bubble 1-8 is embedded in the upper part of the rear end of the base platform, and a movable handrail 1-5 is arranged on the base platform and comprises a steel rod fixed with the base platform and a steel tube handrail fixed at the upper end of the steel rod. When in field detection and installation, the platform is required to be horizontal, and all the components cooperate with each other to play a role of bearing the whole structure by the base as a foundation.
In this embodiment, the main support 2 includes a common hydraulic cylinder 2-1, the lower end of the common hydraulic cylinder 2-1 is fixed on the base platform, a telescopic rod at the upper end of the common hydraulic cylinder is fixed with a connecting block 2-2, a hole connected with the rear end of the horizontal force loading telescopic device 4 and a hole for fixing the laser level 6-4 are formed in the front of the connecting block 2-2, a hook ring 2-3 connected with the top of the rear auxiliary support is welded at the rear of the connecting block 2-2, and a hook ring 2-4 connected with the front auxiliary support is arranged at the lower part of the common hydraulic cylinder 2-1.
In this embodiment, the horizontal force loading telescoping device 4 includes a servo hydraulic cylinder 4-1, the rear end of the servo hydraulic cylinder 4-1 may be fixed on the connection block 2-2 by a screw, and the front end of a telescopic rod of the servo hydraulic cylinder 4-1 is connected with a connector and an angle converter 4-2, which are used to connect with the contact device 5 into a whole and can change angles, so that the bending steel plate 5-1 of the contact device is parallel to the detection railing.
In this embodiment, the contact device 5 includes two high-strength bending-resistant steel plates 5-1, two fixed steel sleeve plates 5-2, a connector 5-3, a sliding rail 5-4, three contact blocks 5-5 and three fixing rings 5-6, the middle portion of the bending-resistant steel plates 5-1 is slotted and can be fixed on the fixed steel sleeve plates 5-2 through screws, the sliding rail 5-4 is fixed on the middle slot of the bending-resistant steel plates 5-1, the connector 5-3 is fixed on the middle portion of the two fixed steel sleeve plates 5-2, the contact blocks 5-5 in the middle are fixed on the connector 5-3, the contact blocks 5-5 at two ends are slidably arranged on the sliding rail 5-4, the contact blocks 5-5 at two ends can be slidably arranged on the sliding rail and are fixed at detection positions, the fixing rings 5-6 fix the bottoms of the contact blocks 5-5, and the fixing rings 5-6 can be changed along with the position changes of the contact blocks 5-5.
In this embodiment, the data acquisition and processing device 6 further includes a signal acquisition card 6-3, a laser level 6-4 and a computer 6-5, wherein the signal acquisition card 6-3 is used for collecting data of the pressure sensor 6-2 and the displacement sensor 6-1 and transmitting the data to the computer 6-5, the computer 6-5 performs data collection and processing, and the laser level 6-4 is mounted on the connecting block 2-2 of the main support 2 and is used for guiding the lifting cylinder to horizontally align the contact block 5-5 with the railing handrail.
In this embodiment, the detection device further comprises an auxiliary support 3, the auxiliary support 3 comprises a rear auxiliary support and a front auxiliary support, the rear auxiliary support comprises three non-telescopic steel rods 3-1, the bottoms of the three non-telescopic steel rods 3-1 are respectively provided with a slidable steel track groove 3-3, a slidable limiting block 3-4 and a fixed block fixed handle 3-7, the fixed block fixed handle 3-7 is used for fixing the slidable limiting block 3-4 of the rear auxiliary support 3, the non-telescopic steel rods 3-1 are hinged with a connecting block 2-2 of the main support through a connecting ring 3-5, the three non-telescopic steel rods 3-1 are distributed in an angle of 45 degrees and an angle of 0-45 degrees along the center of the main support 2 on a base platform, the non-telescopic steel rods 3-1 are hinged with the slidable steel track groove 3-3 through a hook ring, one end of each supporting rod 3-2 is connected to the main support 2 through the hook ring, the other through the hook ring, and the other end of each supporting rod 3-2 is connected to the main support 2-2 through the hook ring, and the other is connected with the main support 2-2 through the hook ring, and the common supporting ring in a reverse direction, and the rear auxiliary support is prevented from being welded to the main support platform and the main support is fixed to the main support platform and the main support and the main support platform.
The detection method of the semi-automatic portable movable rail bearing capacity nondestructive detection equipment is applied to the bridge pavement rail and the pedestrian overpass horizontal rail bearing capacity nondestructive detection equipment, and comprises the following specific detection steps:
step 1, leveling a base platform 1;
① The single-point detection comprises the steps of screwing down two bending-resistant steel plates 5-1 of a contact device 5, pushing handrails 1-5 to enable the front end of a base platform to be inserted into the outer edge of a bridge pavement or a pavement slab of a pavement under the handrails to enable the front hook plate 1-1 to be integrally exposed, observing the position of a servo hydraulic cylinder 4-1 to adjust the platform to enable a horizontal force loading telescopic device 4 to be aligned with a detection point, then pulling two front hook plate spherical controllers 1-2 to enable the front hook plate 1-1 to be opened, pulling handrails to enable the base platform to be moved backwards, enabling the front hook plate 1-1 to be in contact with the outer edge of the pavement slab or the pavement slab of the pavement, retracting hidden universal wheels 1-6, enabling a universal chassis supported at the back to be horizontally placed on the pavement slab or the pavement slab, and finally adjusting the back supporting height to enable tube leveling bubbles 1-8 to be centered.
② Installing two bending-resistant steel plates 5-1 of a fixed contact device 5, removing a middle contact block 5-5 and a fixed ring 5-6, retracting a hidden universal wheel 1-6, integrally placing equipment at a detection position, enabling the front end of a base platform to be inserted into the outer edge of a bridge pavement or the outer edge of a pavement slab to enable the front hook plate 1-1 to be integrally exposed, observing the position of a servo hydraulic cylinder 4-1 to adjust the platform, enabling a horizontal force loading telescopic device 5 to be aligned with a railing middle upright post, adjusting the positions of the two contact blocks 5-5, enabling the contact blocks to be aligned with the midpoint of the detection railing, pulling two front hook plate spherical controllers to enable the front hook plate 1-1 to be opened, pulling handrails to enable the base platform to be moved backwards, enabling the front hook plate 1-1 to contact the outer edge of the bridge pavement or the outer edge of the pavement slab to be horizontally arranged on the pavement slab or the pavement slab to enable a rear-supported universal chassis 1-4 to be horizontally arranged on the pavement slab or the pavement slab to be horizontally exposed, and adjusting the height of the support to enable a pipe level bubble 1-8 to be centered;
The application range of the single-point detection and the two-point detection is that the single-point detection is preferably selected when the center distance of two adjacent railings exceeds 2 meters in terms of the current design, and the two-point detection is preferably selected when the distance is less than 2 meters, but the specific implementation method is required to be changed according to the actual device size and the detection environment.
Step 2, detecting height adjustment;
opening a laser level 6-4, loosening a rear auxiliary support slidable limiting block 3-4, starting a hydraulic cylinder 2-1 by a computer, controlling the lifting height of a main support 2, enabling a laser point to be aligned with the middle part of a railing, stopping lifting of the main support 2, and finally fixing a handle 3-7 by screwing a fixing block of the auxiliary support 3 so as to fix the rear auxiliary support 3 slidable limiting block 3-4;
step3, adjusting the contact device 5;
And (3) single-point detection, namely opening the fixed ring 5-6, starting the horizontal servo hydraulic cylinder 4-1 by a computer, enabling the contact block 5-5 to contact the railing, stopping the cylinder to extend, finely adjusting the position of the contact block 5-5, and closing the fixed ring 5-6 to enable the fixed ring to grip the railing.
Loosening the angle converter 4-2, rotating the contact device to be parallel to the railing, locking the angle converter 4-2, opening two fixing rings 5-6, starting a horizontal servo hydraulic cylinder controller by a computer, enabling the two contact blocks 5-5 to be in contact with the railing, stopping the cylinder to extend, finely adjusting the positions of the contact blocks 5-5, aligning the detection points, and closing the two fixing rings 5-6 to enable the fixing rings to grip the railing;
Step 4, connecting the displacement sensor 6-1 and the pressure sensor 6-2 to the signal acquisition card 6-3, connecting the signal acquisition card to the computer 6-5, and recording initial data;
The loading force and the loading process are controlled by a computer to be implemented according to B.3 section bearing force detection programs in the Specification CJJ11-2011 (2019 edition) 10.0.7 and the building glass and metal guardrail JG/T342-2012;
and 6, after the detection is finished, the disassembly or the movement device is reversely operated according to the detection installation mode.
This concrete embodiment is through assembling base platform, main support, auxiliary support, horizontal force loading telescoping device, contact device, data acquisition processing apparatus into whole work, and this check out test set not only can nondestructive test bridge pavement and pedestrian overpass horizontal railing bearing capacity, can detect the pedestrian overpass up and down stairs railing bearing capacity moreover to have the structure succinct, it is convenient to remove, the advantage little to the traffic influence during the detection.
It should be noted that the foregoing description is only a preferred embodiment of the present invention, and although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood that modifications, equivalents, improvements and modifications to the technical solution described in the foregoing embodiments may occur to those skilled in the art, and all modifications, equivalents, and improvements are intended to be included within the spirit and principle of the present invention.

Claims (1)

1.半自动、便携移动栏杆承载力无损检测设备,其特征在于,包括:1. Semi-automatic, portable and mobile railing bearing capacity non-destructive testing equipment, characterized by including: 底座平台;Base platform; 主支撑,其固定安装在所述底座平台上;A main support, which is fixedly mounted on the base platform; 副支撑,其与主支撑和底座平台相连成整体;A secondary support, which is connected to the main support and the base platform as a whole; 水平力加载伸缩装置,其垂直安装在所述主支撑的伸缩末端;A horizontal force loading telescopic device, which is vertically mounted at the telescopic end of the main support; 接触装置,其固定在所述水平力加载伸缩装置的伸缩头部,所述接触装置用于接触栏杆;A contact device, which is fixed to the telescopic head of the horizontal force loading telescopic device, and the contact device is used to contact the railing; 数据采集处理装置,其包括位移传感器和压力传感器,所述位移传感器固定在所述水平力加载伸缩装置上,以用于检测水平力加载伸缩装置的位移量,所述压力传感器固定在所述接触装置上,以用于检测栏杆承载力;A data acquisition and processing device, comprising a displacement sensor and a pressure sensor, wherein the displacement sensor is fixed on the horizontal force loading telescopic device to detect the displacement of the horizontal force loading telescopic device, and the pressure sensor is fixed on the contact device to detect the bearing capacity of the railing; 所述底座平台由钢板整体开洞制成;The base platform is made of a steel plate with holes cut into it as a whole; 所述底座平台前端下部可转动设有两个前勾板,所述底座平台设有用于控制前勾板开关的拉式半自动球形控制器,所述前勾板后部在底座平台下部焊接有楔形限位块,所述底座平台后端设有两个后地支撑,所述后地支撑包括底端万向底盘,所述底端万向底盘上端固定设有可旋式螺丝杆,所述可旋式螺丝杆穿过底座平台,且在底座平台的上下端均设有与其螺纹配合的螺帽;The lower front end of the base platform is rotatably provided with two front hook plates, the base platform is provided with a pull-type semi-automatic spherical controller for controlling the switch of the front hook plates, the rear of the front hook plates is welded with a wedge-shaped limit block at the lower part of the base platform, and the rear end of the base platform is provided with two rear ground supports, the rear ground supports include a bottom universal chassis, and a rotatable screw rod is fixedly provided at the upper end of the bottom universal chassis, the rotatable screw rod passes through the base platform, and nuts matching with the threads thereof are provided at the upper and lower ends of the base platform; 所述底座平台下部设有四个可隐藏式万向轮,所述底座平台前端中部开一个贯通方形孔,所述底座平台后端上部埋置一个管水准气泡,所述底座平台上设有移动扶手,所述移动扶手包括与底座平台固定的钢杆、以及固定在钢杆上端的钢管扶手;The lower part of the base platform is provided with four concealable universal wheels, a through square hole is opened in the middle of the front end of the base platform, a level bubble is buried in the upper part of the rear end of the base platform, and a movable handrail is provided on the base platform, and the movable handrail includes a steel rod fixed to the base platform and a steel pipe handrail fixed to the upper end of the steel rod; 所述主支撑包括液压油缸,所述液压油缸下端固定于底座平台,其上端伸缩杆固定有连接块;The main support comprises a hydraulic cylinder, the lower end of which is fixed to the base platform, and the upper end of which is fixed with a connecting block on a telescopic rod; 所述水平力加载伸缩装置包括伺服液压油缸,伺服液压油缸后端可用螺丝固定于连接块上,所述伺服液压油缸的升缩杆前端连接有连接头和角度转换器;The horizontal force loading telescopic device comprises a servo hydraulic cylinder, the rear end of which can be fixed to a connecting block by screws, and the front end of the telescopic rod of the servo hydraulic cylinder is connected to a connector and an angle converter; 所述接触装置包括两个高强度抗弯钢板、两个固定钢套板、连接头、滑动轨、三个接触块和三个固定环,所述抗弯钢板中部开槽,且通过螺丝固定在固定钢套板上,所述滑动轨固定在抗弯钢板中部槽上,所述连接头固定在固定钢套板中部,中部的所述接触块固定在连接头上,两端所述接触块滑动设置在滑动轨上,两端接触块可在滑动轨上滑动并且可以固定于检测位置,所述固定环固定接触块底部,固定环可以随着接触块位置变化而变化;The contact device comprises two high-strength anti-bending steel plates, two fixed steel sleeves, a connector, a sliding rail, three contact blocks and three fixing rings. The anti-bending steel plate is slotted in the middle and fixed to the fixed steel sleeve by screws. The sliding rail is fixed to the middle slot of the anti-bending steel plate. The connector is fixed to the middle of the fixed steel sleeve. The contact block in the middle is fixed to the connector. The contact blocks at both ends are slidably arranged on the sliding rails. The contact blocks at both ends can slide on the sliding rails and can be fixed at the detection position. The fixing ring fixes the bottom of the contact block, and the fixing ring can change with the change of the position of the contact block. 所述数据采集处理装置还包括信号采集卡、激光水准仪和计算机,所述信号采集卡用于收集压力传感器和位移传感器数据并传给计算机,所述计算机进行数据收集和处理,所述激光水准仪安装于主支撑的连接块上,其用于指导升降油缸使接触块水平对准栏杆扶手;The data acquisition and processing device also includes a signal acquisition card, a laser level and a computer. The signal acquisition card is used to collect data from the pressure sensor and the displacement sensor and transmit the data to the computer. The computer collects and processes the data. The laser level is installed on the connection block of the main support and is used to guide the lifting cylinder to align the contact block horizontally with the railing handrail. 所述检测装置还包括副支撑,所述副支撑包括后副支撑和前副支撑,所述后副支撑包括三个不可伸缩钢杆,所述三个不可伸缩钢杆底部均设有可滑动钢制轨道槽以及可滑动限位块,所述不可伸缩钢杆与主支撑的连接块通过连接环铰接,所述三个不可伸缩钢杆在底座平台上部沿主支撑中心呈45、0、-45度角分布,所述不可伸缩钢杆与可滑动钢制轨道槽通过勾环铰接,所述前副支撑包括支撑钢杆,所述支撑钢杆一端通过可拆勾环连接在主支撑上,其另一端通过勾环与底座平台焊接的固定块相连;The detection device also includes a secondary support, and the secondary support includes a rear secondary support and a front secondary support, and the rear secondary support includes three non-retractable steel rods, and the bottoms of the three non-retractable steel rods are provided with slidable steel track grooves and slidable limit blocks, and the non-retractable steel rods are hinged to the connecting blocks of the main support through a connecting ring, and the three non-retractable steel rods are distributed at 45, 0, and -45 degrees along the center of the main support on the upper part of the base platform, and the non-retractable steel rods are hinged to the slidable steel track grooves through a hook ring, and the front secondary support includes a supporting steel rod, one end of the supporting steel rod is connected to the main support through a detachable hook ring, and the other end is connected to a fixed block welded to the base platform through a hook ring; 其中,半自动、便携移动栏杆承载力无损检测设备的检测方法,包括如下步骤:Among them, the detection method of the semi-automatic, portable and mobile railing bearing capacity non-destructive testing equipment includes the following steps: 步骤1:底座平台1调平;Step 1: Level the base platform 1; ①单点检测:拧动螺丝取下接触装置的两个抗弯钢板,推动扶手使底座平台前端插入栏杆下侧桥梁人行道外缘或人行天桥楼梯道板外缘使前勾板整体露出,观察伺服液压油缸的调节平台位置,使水平力加载伸缩装置对准检测点,之后拉动两个前勾板球形控制器使前勾板打开,拉动扶手使底座平台后移,使前勾板接触人行道板外缘或人行天桥楼梯道板外缘,收起可隐藏式万向轮,将后地支撑的万向底盘平放在人行道板或梯步平台上,最后调整后地支撑高度使管水准气泡居中;① Single-point detection: Tighten the screws to remove the two bending-resistant steel plates of the contact device, push the handrail to insert the front end of the base platform into the outer edge of the bridge sidewalk or the outer edge of the pedestrian bridge stair slab under the railing to expose the front hook plate as a whole, observe the adjustment platform position of the servo hydraulic cylinder, align the horizontal force loading telescopic device with the detection point, then pull the two front hook plate spherical controllers to open the front hook plate, pull the handrail to move the base platform backward, so that the front hook plate contacts the outer edge of the sidewalk slab or the outer edge of the pedestrian bridge stair slab, retract the concealable universal wheel, and place the universal chassis of the rear ground support flat on the sidewalk slab or the stair platform, and finally adjust the height of the rear ground support to center the bubble of the tube level; ②两点检测:安装固定接触装置的两个抗弯钢板,取下中间接触块及固定环,收起可隐藏式万向轮,将检测设备整体放置在检测部位,使底座平台前端插入桥梁人行道外缘或人行天桥楼梯道板外缘使前勾板整体露出,观察伺服液压油缸调节底座平台位置,使水平力加载伸缩装置对准栏杆中间立柱,调节两个接触块位置,使接触块对准检测栏杆中点,拉动两个前勾板球形控制器使前勾板打开,拉动扶手使底座平台后移,让前勾板接触桥梁人行道外缘或人行天桥楼梯道板外缘,将后地支撑的万向底盘平放在人行道板或梯步平台上,调整后地支撑高度使管水准气泡居中;② Two-point detection: Install the two bending-resistant steel plates of the fixed contact device, remove the middle contact block and the fixing ring, retract the concealable universal wheel, place the detection equipment as a whole at the detection location, insert the front end of the base platform into the outer edge of the bridge sidewalk or the outer edge of the pedestrian bridge stair slab to expose the front hook plate as a whole, observe the servo hydraulic cylinder adjust the position of the base platform, align the horizontal force loading telescopic device with the middle column of the railing, adjust the position of the two contact blocks, align the contact blocks with the midpoint of the detection railing, pull the two front hook plate spherical controllers to open the front hook plates, pull the handrail to move the base platform backward, let the front hook plate contact the outer edge of the bridge sidewalk or the outer edge of the pedestrian bridge stair slab, place the universal chassis of the rear ground support flat on the sidewalk slab or the step platform, and adjust the height of the rear ground support to center the tube level bubble; 步骤2:检测高度调节;Step 2: Check height adjustment; 打开激光水准仪,松开后副支撑的可滑动限位块,计算机启动液压油缸,控制主支撑升降高度,使激光点对准栏杆中部后停止主支撑升降,最后通过旋紧限位块,固定把手固定后副支撑可滑动限位块;Turn on the laser level, loosen the slidable limit block of the rear auxiliary support, start the hydraulic cylinder with the computer, control the lifting height of the main support, align the laser point with the middle of the railing and stop the lifting of the main support, and finally fix the slidable limit block of the rear auxiliary support by tightening the limit block and fixing the handle; 步骤3:接触装置调节;Step 3: Contact device adjustment; 单点检测:打开固定环,计算机启动水平伺服液压油缸,使接触块与栏杆接触后停止油缸伸长,微调接触块位置,将固定环关闭使固定环紧握栏杆;Single-point detection: open the fixing ring, the computer starts the horizontal servo hydraulic cylinder, stops the cylinder extension after the contact block contacts the railing, fine-tunes the position of the contact block, closes the fixing ring so that it holds the railing tightly; 两点检测:松动角度转换器,将接触装置旋转到与栏杆平行后锁定角度转换器,打开两个固定环,计算机启动水平伺服液压油缸控制器,使两个接触块与栏杆接触后停止油缸伸长,微调接触块位置,对准检测点,将两个固定环关闭使固定环紧握栏杆;Two-point detection: loosen the angle converter, rotate the contact device to be parallel to the railing, lock the angle converter, open the two fixing rings, start the horizontal servo hydraulic cylinder controller with the computer, stop the cylinder extension after the two contact blocks contact the railing, fine-tune the position of the contact blocks, align with the detection point, and close the two fixing rings to make the fixing rings hold the railing tightly; 步骤4:数据采集处理装置的连接;Step 4: Connection of data acquisition and processing device; 将位移传感器、压力传感器连接到信号采集卡上,信号采集卡连接到计算机,记录初始数据;Connect the displacement sensor and the pressure sensor to the signal acquisition card, which is connected to the computer to record the initial data; 步骤5:承载力检测;Step 5: Bearing capacity test; 计算机控制伺服液压油缸加载,加载力大小和加载过程按规范《城市桥梁设计规范》CJJ11-2011 10.0.7条和《建筑用玻璃与金属护栏》JG/T 342-2012中B.3节承载力检测程序实施;The computer controls the loading of the servo hydraulic cylinder. The loading force and loading process are implemented in accordance with the load-bearing capacity test procedures in Section B.3 of the Urban Bridge Design Code CJJ11-2011 and Section B.3 of the Building Glass and Metal Guardrails JG/T 342-2012. 步骤6:检测完成;检测完成后,拆卸或移动装置按检测安装方式反向操作即可。Step 6: Detection completed; after the detection is completed, dismantle or move the device in the reverse order of the detection installation method.
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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113203624A (en) * 2021-03-25 2021-08-03 孙保金 Thrust loading device for detecting quality of handrail
RU206096U1 (en) * 2021-05-31 2021-08-23 Открытое акционерное общество "Томская домостроительная компания" Barrier testing device
CN114018142B (en) * 2021-10-28 2024-01-23 中建八局浙江建设有限公司 Terrace flatness detection device and terrace flatness detection method
CN114441152A (en) * 2021-12-16 2022-05-06 湖南湘建智科工程技术有限公司 Rail horizontal load resistance performance test device and application thereof
CN115507757B (en) * 2022-11-23 2023-03-24 四川省亚通工程咨询有限公司 Bridge state monitoring device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206038442U (en) * 2016-09-21 2017-03-22 湖南中大建设工程检测技术有限公司 On --spot load detection device of horizontal pushing force
CN110068505A (en) * 2018-12-30 2019-07-30 常州华厦建设工程质量检测有限公司 A kind of anti-horizontal loading on-site detecting device of guardrail and its application method
CN211576810U (en) * 2019-12-30 2020-09-25 重庆华盛检测技术有限公司 Nondestructive testing device for bearing capacity of handrail
CN213986011U (en) * 2020-11-25 2021-08-17 成都理工大学 Semi-automatic, portable mobile railing bearing capacity nondestructive testing equipment

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080276715A1 (en) * 2007-04-30 2008-11-13 Louis Tombazzi Handrail testing device
CN102041776B (en) * 2010-11-19 2012-08-01 吕彭民 Intelligent and manual dual-purpose bridge detection vehicle
CN106442112B (en) * 2016-11-03 2019-04-30 成都理工大学 A cantilever bending test device for rock slab samples
CN108535007B (en) * 2018-06-15 2024-04-02 中冶建筑研究总院有限公司 Railing thrust simulation device
KR102033021B1 (en) * 2018-09-12 2019-10-16 삼우엠텍(주) Inclined stairway structure for approaching bridge inspection passage
CN208999091U (en) * 2018-12-13 2019-06-18 重庆市建筑科学研究院 Railing horizontal thrust experiment loading unit
CN211452825U (en) * 2020-03-30 2020-09-08 健研检测集团有限公司 Counterforce device for measuring horizontal outward bearing capacity of bridge guardrail

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206038442U (en) * 2016-09-21 2017-03-22 湖南中大建设工程检测技术有限公司 On --spot load detection device of horizontal pushing force
CN110068505A (en) * 2018-12-30 2019-07-30 常州华厦建设工程质量检测有限公司 A kind of anti-horizontal loading on-site detecting device of guardrail and its application method
CN211576810U (en) * 2019-12-30 2020-09-25 重庆华盛检测技术有限公司 Nondestructive testing device for bearing capacity of handrail
CN213986011U (en) * 2020-11-25 2021-08-17 成都理工大学 Semi-automatic, portable mobile railing bearing capacity nondestructive testing equipment

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