CN203295942U - Measurer for texture depth of pavement - Google Patents
Measurer for texture depth of pavement Download PDFInfo
- Publication number
- CN203295942U CN203295942U CN2013203367136U CN201320336713U CN203295942U CN 203295942 U CN203295942 U CN 203295942U CN 2013203367136 U CN2013203367136 U CN 2013203367136U CN 201320336713 U CN201320336713 U CN 201320336713U CN 203295942 U CN203295942 U CN 203295942U
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- cylindrical drum
- glass plate
- standard sand
- pavement
- cylinder
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Abstract
The utility model discloses a measurer for texture depth for a pavement. The measurer comprises a transparent cylinder, a glass plate and a cake-shaped flattening and compacting hammer, wherein the transparent cylinder is used for accommodating standard sand and reading the height of the standard sand, and the outer wall of the cylinder is provided with scales; the glass plate is used for preventing the standard sand from leaking; the cake-shaped flattening and compacting hammer is used for flattening and compacting the standard sand in the cylinder, and a lifting handle is arranged on the top end of the flattening and compacting hammer; the glass plate is arranged below the cylinder and is detachably connected with the cylinder; the flattening and compacting hammer is connected with the cylinder through a connecting line. The measurer is simple in structure, convenient to operate and high in determination accuracy; the texture depth of the pavement can be measured by the measurer, the steps of measuring the standard sand, paving the standard sand by using a flat plate, measuring the circular pavement area and the like in the traditional sand pavement method can be eliminated, the system error and the random error are reduced and the operation difficulty is reduced.
Description
Technical field
The utility model relates to a kind of manual sanding gear, is specifically related to a kind of manual sanding gear for measuring the road surface construction degree of depth.
Background technology
The construction depth of road surface (TD), claim again texture depth, is the important indicator of surface roughness, refers to the mean depth of the rough open pores of road surfaces of certain area.Be mainly used in evaluating macro-asperity, drainability and the cling property of road surface.
Traffic accident and pavement skid resistance condition have much relations, particularly, in the larger area of amount of precipitation,, if the flexible pavement surface does not have good cling property, are easy to accident.And pavement skid resistance condition directly is subject to the impact of pavement structural depth.Therefore, one of emphasis of the antiskid problem of the flexible pavement of present stage solution is the construction depth that detects road surface.
The most also that the method for commonly using the most is manual sand patch method and electronic sand patch method on engineering at present.Manual sand patch method is due to manually-operated, and its measure error is larger.The main cause that causes error has: be difficult to guarantee to pave into rule while 1, paving circular; 2, be difficult to guarantee that the sanding surface is plane; 3, the error of diameter measurement; 4, be difficult to guarantee to pave evenly; 5, be bulldozed the plate operate miss that paves and easily cause repeated work.
Summary of the invention
Measure the larger problem of construction depth error for the traditional-handwork sand patch method, the utility model proposes a kind of determinator of pavement structural depth, can effectively improve the mensuration precision.
In order to realize above-mentioned task, the utility model by the following technical solutions:
A kind of determinator of pavement structural depth comprises:
One is used for the transparent cylindrical drum of holding standard sand and reading the standard sand height, is provided with scale on the outer wall of cylindrical drum;
One is used for the glass plate that prevents that standard sand from revealing;
Smooth and the smooth compacting hammer of round pie compacting of standard sand that is used for putting into cylindrical drum, be provided with handle on the top of smooth compacting hammer;
Wherein, described glass plate is arranged on the below of cylindrical drum, and glass plate and cylindrical drum are dismountable connected mode; Smooth compacting hammer is connected with cylindrical drum by connecting line.
Further, the external diameter of described smooth compacting hammer is less than the internal diameter of cylindrical drum.
Further, described glass plate is the square glass plate, and the length of side of glass plate is greater than the external diameter of described cylindrical drum.
Further, the barrel thickness of described cylindrical drum is 5mm.
Technique effect of the present utility model is:
This apparatus structure is simple, and is easy to operate, measures precision high; Utilize this device to carry out pavement structural depth and measure, can omit measurement standard sand in traditional sanding method, utilize flat board standard sand and the measurement circle steps such as area that pave that pave, reduced systematic error and random error, reduced operation easier.
Description of drawings
Fig. 1 is overall structure schematic diagram of the present utility model;
Number in the figure is respectively: 1-smooth compacting hammer, 2-handle, 3-cylindrical drum, 4-scale, 5-glass plate;
Below in conjunction with accompanying drawing, the utility model is described further.
The specific embodiment
Below provide embodiment of the present utility model, need to prove that the technical solution of the utility model is not limited to following specific embodiment.
Defer to technique scheme, as shown in Figure 1, a kind of determinator of pavement structural depth comprises:
One is used for the transparent column cylinder 3 that holds standard sand and can read the standard sand height, is provided with scale 4 on the outer wall of cylindrical drum 3;
One is used for the glass plate 5 that prevents that standard sand from revealing;
Smooth and the smooth compacting hammer 1 of round pie compacting of standard sand that is used for putting into cylindrical drum 3, be provided with handle 2 on the top of smooth compacting hammer 1;
Wherein, described glass plate 5 is arranged on the below of cylindrical drum 3, and glass plate 5 is dismountable connected mode with cylindrical drum 3; Smooth compacting hammer 1 is connected with cylindrical drum 3 by connecting line.
This apparatus main body is a cylindrical drum 3, its internal diameter is D, the barrel thickness of cylindrical drum 3 is 5mm, it is made by the higher transparent plastics of intensity, scale 4 is carved with in the outside upward from bottom, when in cylindrical drum 3, the standard sand of certain altitude being housed, can observe from the device outside position of standard sand and pin-point reading.
Be connected with a smooth compacting hammer 1 of round pie on cylindrical drum 3, the external diameter of this smooth compacting hammer 1 is less than the inner diameter D of cylindrical drum 3, and connecting line makes the device integrated level high, is more convenient for carrying.The top of smooth compacting hammer 1 is provided with handle 2, is convenient to compacting and smooth operation.
Described glass plate 5 is the square glass plate, and it is made by high strength glass, and the length of side of glass plate 5, greater than the external diameter of cylindrical drum 3, is arranged on the bottom of cylindrical drum 3, prevents that standard sand from revealing, with cylindrical drum 3 be dismountable connected mode.
Utilize device described in the utility model to carry out the measuring process of pavement structural depth as follows:
Step 1, cylindrical drum 3 and glass plate 5 cleanings is clean, the clean dried of assurance cylindrical drum 3 and glass plate 5.
Step 4, the road cleaning that will measure is clean, and region area is minimum is 300mm * 300mm.
Step 6: use smooth compacting hammer 1 with sand such as above-mentioned method compacting same number in cylindrical drum 3, record the scale 4 value h on cylindrical drum 3 this moment
2, the construction depth TD that measures for the first time
1=h
1-h
2
Near step 7: select other two place's measuring points first measuring point, repeat above step, measure the construction depth TD that obtains measuring for the second time
2The construction depth TD that measures for the third time
3, the average construction depth TD on road surface is:
Claims (4)
1. the determinator of a pavement structural depth, is characterized in that, comprising:
One is used for the transparent cylindrical drum (3) of holding standard sand and reading the standard sand height, is provided with scale (4) on the outer wall of cylindrical drum (3);
One is used for the glass plate (5) that prevents that standard sand from revealing;
Smooth and the smooth compacting hammer of round pie compacting (1) of standard sand that is used for putting into cylindrical drum (3), be provided with handle (2) on the top of smooth compacting hammer (1);
Wherein, described glass plate (5) is arranged on the below of cylindrical drum (3), and glass plate (5) is dismountable connected mode with cylindrical drum (3); Smooth compacting hammer (1) is connected with cylindrical drum (3) by connecting line.
2. the determinator of pavement structural depth as claimed in claim 1, is characterized in that, the external diameter of described smooth compacting hammer (1) is less than the internal diameter of cylindrical drum (3).
3. the determinator of pavement structural depth as claimed in claim 1, is characterized in that, described glass plate (5) is the square glass plate, and the length of side of glass plate (5) is greater than the external diameter of described cylindrical drum (3).
4. the determinator of pavement structural depth as claimed in claim 1, is characterized in that, the barrel thickness of described cylindrical drum (3) is 5mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2013203367136U CN203295942U (en) | 2013-06-09 | 2013-06-09 | Measurer for texture depth of pavement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2013203367136U CN203295942U (en) | 2013-06-09 | 2013-06-09 | Measurer for texture depth of pavement |
Publications (1)
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CN203295942U true CN203295942U (en) | 2013-11-20 |
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CN2013203367136U Expired - Fee Related CN203295942U (en) | 2013-06-09 | 2013-06-09 | Measurer for texture depth of pavement |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104330047A (en) * | 2014-10-31 | 2015-02-04 | 长安大学 | Surface structure depth tester and testing method for asphalt mixture |
CN104594166A (en) * | 2014-12-23 | 2015-05-06 | 中国民航大学 | Fast test device for pavement structure depth based on resistance value response |
CN112482161A (en) * | 2020-12-15 | 2021-03-12 | 中冶南方城市建设工程技术有限公司 | Pavement structure depth measuring instrument and measuring method |
-
2013
- 2013-06-09 CN CN2013203367136U patent/CN203295942U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104330047A (en) * | 2014-10-31 | 2015-02-04 | 长安大学 | Surface structure depth tester and testing method for asphalt mixture |
CN104330047B (en) * | 2014-10-31 | 2017-05-10 | 长安大学 | Surface structure depth tester and testing method for asphalt mixture |
CN104594166A (en) * | 2014-12-23 | 2015-05-06 | 中国民航大学 | Fast test device for pavement structure depth based on resistance value response |
CN104594166B (en) * | 2014-12-23 | 2016-08-24 | 中国民航大学 | Road surface construction degree of depth device for quick testing based on resistance response |
CN112482161A (en) * | 2020-12-15 | 2021-03-12 | 中冶南方城市建设工程技术有限公司 | Pavement structure depth measuring instrument and measuring method |
CN112482161B (en) * | 2020-12-15 | 2021-12-14 | 中冶南方城市建设工程技术有限公司 | Pavement structure depth measuring instrument and measuring method |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131120 Termination date: 20140609 |