Flat integrated installation method for dynamic weighing sensors used for bridges and road surfaces
By using right-angle template limits and scales to control the height of the seam filler in the installation of dynamic weighing sensors, the problem of uneven road surfaces in the prior art is solved, and the rapid installation of dynamic weighing sensors and the guarantee of road surface flatness are achieved.
Patent Information
- Application Number
- CN202310029648.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-01-09
- Publication Date
- 2025-02-14
- Estimated Expiration
- 2043-01-09
AI Technical Summary
The existing dynamic weighing sensor installation technology is difficult to ensure that the road surface is flat, resulting in uneven surfaces near the installation location, affecting the aesthetics of the road and driving comfort.
The right-angle formwork with pavement limits is used to quickly define the grooved position, and the filling height of the seam filler is controlled through the template scale to ensure that the road surface is flat after filling.
It realizes the rapid installation of dynamic weighing sensors and ensures pavement flatness, solves the problem of road concave and convexity caused by human operation, improves road smoothness and reduces pavement noise.
Smart Images

Figure CN116122118B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to a method for installing a dynamic weighing sensor, and in particular to a method for flattening and integrating a dynamic weighing sensor used for bridges and road surfaces. Background Art
[0002] In recent years, with the development and needs of social economy, transportation has become more and more developed, and heavy vehicle loads have caused tremendous pressure on existing infrastructure structures such as pavements and bridge decks. In order to ensure the safe operation of highways, more attention is paid to the health monitoring and management of infrastructure, and the supervision of overweight vehicles is also increased. Installing dynamic weighing sensors on the road surface can achieve accurate and reliable measurement of vehicle weight under complex traffic flow. Therefore, dynamic weighing sensors play an important role in traffic flow monitoring and vehicle overweight, and can be used for monitoring and detection of vehicle loads. Dynamic weighing systems are widely installed or will be installed on different sections of urban roads and highways in my country.
[0003] In the existing dynamic weighing sensor installation technology, it is necessary to groove the road surface, put the weighing sensor into the groove, and then fill the groove with filler, which is usually done by manually aligning the filler directly with the groove opening for mobile filling and repair. This filling method is difficult to accurately control the filling amount, and it is easy to cause the road surface near the installation location to be uneven, forming a concave and convex surface, which not only affects the appearance of the road, but also affects the driving comfort to a certain extent.
[0004] The main reasons for uneven road surface caused by dynamic weighing sensor installation are: 1) During the filling process of the sealant, there is a lack of limit guide measures. Even if it is a straight regular slot, manual filling will still deviate from the slot and spill onto the road surface on both sides of the slot; 2) The height of the sealant will drop after solidification. If the height of the sealant is not properly controlled during filling, it is easy to cause uneven road surface. Filling too high will easily cause the sealant to overflow to the road surface, causing the road surface and the slot to bulge on both sides. Filling too low will cause the slot to sink and even require secondary filling. Therefore, there is an urgent need for a dynamic weighing sensor installation method that is convenient to construct and can ensure a flat road surface after installation. Summary of the invention
[0005] The technical problem to be solved by the present invention is to provide a flat integrated installation method for dynamic weighing sensors used for bridges and road pavements, which quickly defines the slotting position through a template and controls the filling height of the sealant with the template scale, thereby improving the smoothness of the road surface and reducing road noise.
[0006] In order to solve the above technical problems, the present invention provides a flat integrated installation method for dynamic weighing sensors for bridges and road pavements, comprising at least two right-angle templates for road surface positioning, each right-angle template comprising a lateral module and a bottom module, the lateral module and the bottom module are fixedly connected to form a right-angle template; the lateral module is fitted with the slotted facade, and reserved holes for segment splicing are reserved at both ends, and scale lines are marked on the lateral module; the bottom module is fitted with the road surface, and reserved holes for consolidation with the road surface are reserved; the right angle line of the right angle template is fitted with the side lines of the road surface slot on both sides, and the spacing between the two right angle templates is the road surface slot width; the flat integrated installation method for the dynamic weighing sensor, the specific steps of which are as follows:
[0007] S1: placing at least two right-angle templates for road surface limitation at the road surface groove positions respectively, and adjusting the distance between the two templates to a predetermined groove width, fixing the bottom surface module to the road surface, and quickly limiting the groove position by the right-angle templates;
[0008] S2: Use the reserved holes of the lateral modules to perform segmental splicing of multiple lateral modules;
[0009] S3: The road surface is grooved to a preset depth of 3-6 cm, and the dynamic weighing sensor is placed flat in the groove along the width of the lane;
[0010] S4: Determine the fall back height of the caulking agent by means of a small section test, take a 3-6 cm length slot for small section test filling, and repeat at least twice to determine the fall back height of the caulking agent;
[0011] S5: Fill the slot with caulking agent to a certain specified height, wait for the caulking agent to solidify, remove the right-angle template, and fill the opening left by the bottom module.
[0012] The present invention provides a method for filling a gap filler with a limited height, comprising the following steps:
[0013] S1: Scale the lateral modules;
[0014] S2: Determine the fall back height of the caulking agent by means of a small section test. Take a 3-6 cm long slot for small section test filling. Repeat at least twice to determine the fall back height of the caulking agent.
[0015] S3: Then fill the groove with caulking agent, the filling height = actual caulking height + the fall back height of the caulking agent, so that the filling surface is flush with the road surface.
[0016] The beneficial effects of the present invention are:
[0017] 1) The present invention is used to quickly install the dynamic weighing sensor and ensure the flatness of the road surface after installation, which solves the problem of road surface unevenness caused by human operation and the problem of road surface unevenness caused by overflow of sealant and bulging when installing the dynamic weighing system, thereby improving the smoothness of the road surface and reducing road noise;
[0018] 2) The present invention standardizes the steps of pavement grooving and filling with fillers through template limiting measures;
[0019] 3) The present invention is applicable to the installation of dynamic weighing sensors on various types of road surfaces. The universality of this method can better serve the road surface and promote the use of dynamic weighing sensors. It can also avoid the basic differences of construction workers and the tedious process of repeated filling to a certain extent. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] The drawings constituting a part of the present application are used to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the drawings:
[0021] Figure 1 It is a structural schematic diagram of an embodiment of the present invention;
[0022] Figure 2 A schematic diagram of a right-angle template in an embodiment of the present invention;
[0023] Figure 3 A cross-sectional view of a dynamic weighing sensor installed in an embodiment of the present invention;
[0024] Description of the symbols in the figure
[0025] 1—Road surface; 2—Road surface grooving;
[0026] 3—right angle template;
[0027] 31 - bottom module; 32 - lateral module;
[0028] 41—bottom bolt; 42—side bolt;
[0029] 5—scale; 6—dynamic weighing sensor;
[0030] 7—Sealing agent. DETAILED DESCRIPTION
[0031] The embodiments of the present invention are described in detail below with reference to the accompanying drawings.
[0032] Figure 1 FIG. 1 shows a schematic diagram of the structure of an embodiment of the present invention. Figure 2 A schematic diagram of a right-angle template in an embodiment of the present invention is shown; Figure 3FIG. 2 shows a cross-sectional view of a dynamic weighing sensor installed in an embodiment of the present invention. Figure 1-Figure 3 As shown, the present invention provides a method for the integrated installation of a dynamic weighing sensor for a bridge and a road surface. In the embodiment of the present invention, the dynamic weighing sensor is installed on the bridge pavement, and the slot is filled and leveled. The slot position is the transverse length of the lane. Specifically, the following steps are included:
[0033] S1: Making a right-angle template 3: Welding the lateral module 32 and the bottom module 31 into a right-angle template 3, and dividing the part of the lateral module 32 close to the road surface 1 by scale 5; reserving bolt holes for fixing to the bridge deck at both ends of the bottom module 31, and reserving bolt holes on the lateral module 32 for longitudinal splicing of module segments; the right-angle template is a right-angle steel template;
[0034] S2: Fix the right-angle template 3: Install the right-angle template 3 on both sides of the road surface groove 2, the bottom surface of the bottom module 31 is in contact with the road surface, the side module 32 is tangent to the vertical surface of the groove, the right angle line is in contact with the side lines of the groove, and the spacing between the right-angle templates 3 on both sides is 2-4 cm of the width of the road surface groove;
[0035] S3: Grooving the road surface and placing the dynamic weighing sensor: According to the position of the right-angle template 3, the road surface is limitedly grooved. After the groove is grooved to a suitable depth of 3-6 cm, the dynamic weighing sensor 6 is placed in the groove along the width of the lane;
[0036] S4: Determine the fall-back height of the caulking agent: Since there is a fall-back height difference between the filling height and the solidification height of the caulking agent, it is necessary to determine the fall-back height of the caulking agent through a small section test. Take a 3-6cm length slot for a small section test filling, and repeat 2-3 times to determine the fall-back height of the caulking agent to ensure that the road surface after filling remains flat; when the depth and width of the road surface groove are fixed, the filling height of the caulking agent after the dynamic weighing sensor 6 is placed is mainly related to the type of caulking agent. The special silicone rubber of the weighing sensor is used on site. The actual caulking height is quickly determined through on-site tests. The filling fall-back height of the silicone rubber is generally 2mm, that is, the filling height = the actual caulking height + 2;
[0037] S5: Filling the sealant 7; filling the sealant 7 into the groove along the road width direction to a specified filling height;
[0038] S6: Remove the right-angle template to complete the installation: Wait for the sealant to solidify and fall back, remove the right-angle templates 3 on both sides of the road surface, and fill the road surface openings left by the bottom module 31, thus completing the rapid installation of the dynamic weighing sensor for the road surface or bridge deck, and ensuring the flatness of the road surface after installation.
[0039] The gaps involved in this method are small-sized transverse road surface gaps that have been artificially processed to be relatively regular. The road surface on both sides of the gaps has good flatness and no bumps or depressions.
[0040] The present invention also provides a method for filling a gap filler with a limited height, comprising the following steps:
[0041] S1: Divide the lateral module 32 into 5 scales;
[0042] S2: Determine the fall-back height of the filling sealant by a small section test, take a 3-6 cm length slot for small section test filling, repeat 2-3 times to determine the fall-back height of the filling sealant; this specific embodiment uses a special silicone rubber for the weighing sensor, the actual filling height is the actual on-site filling to the road surface, the filling fall-back height of the silicone rubber is generally 2mm, that is, the filling height = the actual filling height d + 2;
[0043] S3: Then fill the groove with caulking agent to a determined height so that the filling surface is flush with the road surface.
[0044] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.
Claims
1. A flat integrated installation method for a dynamic weighing sensor for a bridge and a road surface, comprising at least two right-angle templates for road surface positioning, each right-angle template comprising a lateral module and a bottom module, the lateral module is fitted with a slotted facade, a scale line is marked on the lateral module, the bottom module is fitted with the road surface, the spacing between the two right-angle templates is the width of the road surface slot, and the flat integrated installation method for a dynamic weighing sensor, the specific steps of which are as follows: S1: Place the right-angle templates at the groove positions of the road surface, adjust the distance between the two templates to the groove width, and fix the bottom module to the road surface; S2: using the reserved holes of the lateral modules to splice the segments of multiple lateral modules, wherein both ends of the lateral modules are reserved with reserved holes for segment splicing; S3: The road surface is grooved to a preset depth, and the dynamic weighing sensor is placed flat in the groove along the width of the lane; S4: Take a 3-6cm long slot and conduct a small test filling, repeat at least twice to determine the fall height of the filling sealant; S5: Fill the groove with caulking agent, the filling height = actual caulking height + the falling height of the caulking agent, wait for the caulking agent to solidify and fall back, then remove the right-angle template and fill the opening left by the bottom module. The bottom module has reserved holes for consolidation with the road surface.
2. The method for leveling and integrating the dynamic weighing sensors for bridges and road surfaces according to claim 1 is characterized in that: The right-angle template is a template in which the side module is fixedly connected with the bottom module, and the right-angle line of the right-angle template is in contact with the side lines of the road surface groove on both sides.
Citation Information
Patent Citations
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CN213538625U
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CN213571444U