CN205784987U - A kind of asphalt pavement construction loose laying depth somascope - Google Patents
A kind of asphalt pavement construction loose laying depth somascope Download PDFInfo
- Publication number
- CN205784987U CN205784987U CN201620747294.9U CN201620747294U CN205784987U CN 205784987 U CN205784987 U CN 205784987U CN 201620747294 U CN201620747294 U CN 201620747294U CN 205784987 U CN205784987 U CN 205784987U
- Authority
- CN
- China
- Prior art keywords
- groove
- base plate
- pipe
- gripper shoe
- transparent casing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model discloses a kind of asphalt pavement construction loose laying depth somascope, including: bracing frame, measurement apparatus；Wherein, bracing frame includes base plate and is arranged at the gripper shoe of base plate two bottom sides, and the both sides of base plate are provided with the draw-in groove installing gripper shoe, and gripper shoe is connected in draw-in groove；Measurement apparatus includes transparent casing, measures pipe and probe, measure pipe to be arranged in sleeve pipe, probe is arranged at the bottom measuring pipe, the top of base plate is provided with the annular groove installing transparent casing, measure pipe through base plate, further, the tip of probe and the bottom side flush of base plate, transparent casing is provided with graduation mark and scale；Being provided with the fixation kit of fixing transparent casing in groove, fixation kit includes being arranged at the snap ring that bottom portion of groove is semicircular configuration and arranges, and snap ring is slidably connected along the bottom surface of groove, elastic component it is provided with between snap ring and the medial wall of groove, more convenient to carry, and, it is convenient, accurately to measure.
Description
Technical field
This utility model relates to bituminous paving detection equipment technical field, particularly relates to a kind of asphalt pavement construction pine paving thickness
Degree somascope.
Background technology
Before loose laying depth refers to effecting HMA compaction, by paver by the thickness after bituminous mixture laying.Increasingly
Many highways use asphalt to build road surface, check that during building, asphalt loose laying depth is necessary program
's.Due to the characteristic of gross thickness after asphalt loose laying depth decision pavement compaction, loose laying depth deficiency frequently results in following
Problem: fully after compacting, inside Colophonium, gross thickness is not enough；Ensure that gross thickness then pavement structure layer porosity is excessive, easily make
Becoming Early tubal pregnancy, the method that existing tradition checks bituminous paving loose laying depth is to use the amateur instrument such as iron wire, screwdriver
Insert in pine black top compound, after extraction, measure the loose laying depth of bituminous paving with other survey tools, measure operation numerous
Trivial, and certainty of measurement is low, or the equipment measured more very much not is convenient for carrying.
Summary of the invention
For the problems referred to above, the technical problems to be solved in the utility model is to provide a kind of asphalt pavement construction pine paving thickness
Degree somascope, easy to carry and can measure simply, fast and accurately asphalt pavement construction pine paving thickness.
Concrete technical scheme is as follows:
A kind of asphalt pavement construction loose laying depth somascope, including: bracing frame, measurement apparatus；Wherein, bracing frame includes the end
Plate and the gripper shoe being arranged at base plate two bottom sides, the both sides of base plate are provided with the draw-in groove installing gripper shoe, and gripper shoe is connected in
In draw-in groove；Measurement apparatus includes transparent casing, measures pipe and probe, measures pipe and is arranged in sleeve pipe, and probe is arranged at measurement
The bottom of pipe, the top of base plate be provided with install transparent casing annular groove, measure pipe through base plate, and, the tip of probe
With the bottom side flush of base plate, transparent casing is provided with graduation mark and scale；The fixing of fixing transparent casing it is provided with in groove
Assembly, fixation kit includes being arranged at the snap ring that bottom portion of groove is semicircular configuration and arranges, and snap ring slides even along the bottom surface of groove
Connect, between snap ring and the medial wall of groove, be provided with elastic component.
Further, measure on pipe and be arranged with rubber ring.
Further, the both sides of draw-in groove are provided with gathering sill, and gripper shoe is provided with the gib block matched with gathering sill, and
And the top of draw-in groove both sides is respectively arranged with spring jumping bean, in gathering sill, it is provided with the hole clipping matched with spring jumping bean.
Further, the height of gripper shoe is 13cm, and the degree of depth of draw-in groove is 3cm.
Compared with prior art, the utility model has the advantage of: the asphalt pavement construction pine paving that this utility model provides
Gripper shoe when not in use, can be pulled down by draw-in groove, measurement apparatus be taken off by groove by thickness somascope, then, will prop up
Fagging, base plate and measurement apparatus store in being placed into parcel tray or carry, thus carry convenient, when needs are measured
Time, two gripper shoes being respectively installed in two draw-in grooves of base plate, and measurement apparatus is installed to groove, elastic component outwards ejects
Snap ring, transparent casing is fixed in groove by two snap rings, and during measurement, lower pressure measures pipe, measures pipe and transports downwards along transparent casing
Dynamic, probe in asphalt pavement construction pine paving, measure measurement pipe according to the graduation mark on transparent casing and scale and decline
Distance, measuring the distance subduction gripper shoe that pipe declines and supporting the height of base plate is exactly deep into asphalt pavement construction pine paving
Degree, more convenient to carry, and, it is convenient, accurately to measure.
Accompanying drawing explanation
For ease of explanation, this utility model is embodied as and accompanying drawing is described in detail by following.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the sectional view of this utility model base plate and gripper shoe.
In figure, 1, bracing frame；11, base plate；111, draw-in groove；112, groove；113, gathering sill；114, spring jumping bean；12, prop up
Fagging；121, gib block；122, hole clipping；2, measurement apparatus；21, transparent casing；22, pipe is measured；23, probe；24, rubber ring；
3, fixation kit；31, snap ring；32, elastic component.
Detailed description of the invention
A kind of asphalt pavement construction loose laying depth somascope as shown in Figure 1 to Figure 2, including: bracing frame 1, measurement apparatus
2；Wherein, bracing frame 1 includes base plate 11 and is arranged at the gripper shoe 13 of base plate 11 two bottom sides, and the both sides of base plate 11 are provided with peace
The draw-in groove 111 of dress gripper shoe 13, gripper shoe 13 is connected in draw-in groove 111；Measurement apparatus 2 include transparent casing 21, measure pipe 22,
And probe 23, to measure pipe 22 and be arranged in sleeve pipe, probe 23 is arranged at the bottom measuring pipe 22, and the top of base plate 11 is provided with peace
The annular groove 112 of dress transparent casing 21, measures pipe 22 and passes base plate 11, and, the tip of probe 23 and the bottom side of base plate 11
Flush, transparent casing 21 is provided with graduation mark and scale；The fixation kit 3 of fixing transparent casing 21 it is provided with in groove 112,
Fixation kit 3 includes being arranged at the snap ring 31 arranged bottom groove 112 in semicircular configuration, and snap ring 31 is along the bottom surface of groove 112
It is slidably connected, between the medial wall of snap ring 31 and groove 112, is provided with elastic component 32, the height of the preferred gripper shoe of the present embodiment 13
For 13cm, the degree of depth of draw-in groove 111 is 3cm, and it is exactly asphalt pavement construction pine that the degree of depth that measurement pipe 22 declines so deducts 10cm
The degree of depth of paving.
The asphalt pavement construction loose laying depth somascope that this utility model provides when not in use, can be by gripper shoe 13 by card
Pull down in groove 111, measurement apparatus 2 is taken off by groove 112, then, gripper shoe 13, base plate 11 and measurement apparatus 2 are placed
Store in parcel tray or carry, thus carrying convenient, when needs are measured, two gripper shoes 13 being respectively mounted
In two draw-in grooves 111 of base plate 11, and measurement apparatus 2 being installed to groove 112, elastic component 32 outwards ejects snap ring 31, and two
Transparent casing 21 is fixed in groove 112 by snap ring 31, and during measurement, lower pressure measures pipe 22, measures pipe 22 along transparent casing 21
Moving downward, probe 23 probes in asphalt pavement construction pine paving, measures according to the graduation mark on transparent casing 21 and scale
Measuring the distance that pipe 22 declines, the distance subduction gripper shoe 13 that measurement pipe 22 declines supports the height of base plate 11 and enters Colophonium exactly
The degree of depth of pavement construction pine paving, more convenient to carry, and, it is convenient, accurately to measure.
Measure and be arranged with rubber ring 24 on pipe 22, make measurement pipe 22 move in transparent casing 21 by the effect of rubber ring 24
Dynamic more stable, and, moreover it is possible to play the convenient reading of effect of sign.
The both sides of draw-in groove 111 are provided with gathering sill 113, and gripper shoe 13 is provided with the gib block matched with gathering sill 113
121, by the effect of gathering sill 113 and gib block 121, gripper shoe 13 is played the effect guiding and fixing, and draw-in groove 111
The top of both sides is respectively arranged with spring jumping bean 114, is provided with the hole clipping matched with spring jumping bean 114 in gathering sill 113
122, make gripper shoe 13 be fixed in draw-in groove 111 by the cooperation of spring jumping bean 114 and hole clipping 122.
Above embodiment is only to be described preferred implementation of the present utility model, not to this utility model
Spirit and scope be defined.On the premise of without departing from this utility model design concept, this area ordinary person is to this reality
The various modification made by novel technical scheme and improvement, all should drop into protection domain of the present utility model, and this practicality is new
The technology contents that type is claimed, all records in detail in the claims.
Claims (4)
1. an asphalt pavement construction loose laying depth somascope, it is characterised in that including: bracing frame, measurement apparatus；
Wherein, support frame as described above includes base plate and is arranged at the gripper shoe of described base plate two bottom sides, and the both sides of described base plate set
Being equipped with the draw-in groove installing described gripper shoe, described gripper shoe is connected in described draw-in groove；
Described measurement apparatus includes transparent casing, measures pipe and probe, and described measurement pipe is arranged in described sleeve pipe, described
Probe is arranged at the bottom of described measurement pipe, and the top of described base plate is provided with the annular groove installing described transparent casing, described
Measure pipe through described base plate, and, the bottom side flush of the tip of described probe and described base plate, described transparent casing sets
It is equipped with graduation mark and scale；
Being provided with the fixation kit of fixing described transparent casing in described groove, described fixation kit includes being arranged at described groove-bottom
Portion is the snap ring that semicircular configuration is arranged, and described snap ring is slidably connected along the bottom surface of described groove, described snap ring and described groove
Medial wall between be provided with elastic component.
Asphalt pavement construction loose laying depth somascope the most according to claim 1, it is characterised in that: described pipe of measuring above overlaps
It is provided with rubber ring.
Asphalt pavement construction loose laying depth somascope the most according to claim 2, it is characterised in that: the both sides of described draw-in groove
Being provided with gathering sill, described gripper shoe is provided with the gib block matched with described gathering sill, and described draw-in groove both sides is upper
Portion is respectively arranged with spring jumping bean, is provided with the hole clipping matched with described spring jumping bean in described gathering sill.
Asphalt pavement construction loose laying depth somascope the most according to claim 3, it is characterised in that: the height of described gripper shoe
Degree is 13cm, and the degree of depth of described draw-in groove is 3cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620747294.9U CN205784987U (en) | 2016-07-16 | 2016-07-16 | A kind of asphalt pavement construction loose laying depth somascope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620747294.9U CN205784987U (en) | 2016-07-16 | 2016-07-16 | A kind of asphalt pavement construction loose laying depth somascope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205784987U true CN205784987U (en) | 2016-12-07 |
Family
ID=58123436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620747294.9U Expired - Fee Related CN205784987U (en) | 2016-07-16 | 2016-07-16 | A kind of asphalt pavement construction loose laying depth somascope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205784987U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816927A (en) * | 2017-11-28 | 2018-03-20 | 中国水利水电第五工程局有限公司 | A kind of portable road structure layer thickness detection device |
| CN109667212A (en) * | 2017-07-06 | 2019-04-23 | 河海大学 | A kind of measurement method of bituminous pavement paving compacted thickness |
| CN111174665A (en) * | 2020-03-05 | 2020-05-19 | 浙江立州交通工程检测有限公司 | Road structure layer thickness detector who conveniently carries |
-
2016
- 2016-07-16 CN CN201620747294.9U patent/CN205784987U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667212A (en) * | 2017-07-06 | 2019-04-23 | 河海大学 | A kind of measurement method of bituminous pavement paving compacted thickness |
| CN109667212B (en) * | 2017-07-06 | 2021-04-16 | 河海大学 | Method for measuring paving compaction thickness of asphalt pavement |
| CN107816927A (en) * | 2017-11-28 | 2018-03-20 | 中国水利水电第五工程局有限公司 | A kind of portable road structure layer thickness detection device |
| CN111174665A (en) * | 2020-03-05 | 2020-05-19 | 浙江立州交通工程检测有限公司 | Road structure layer thickness detector who conveniently carries |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205784987U (en) | A kind of asphalt pavement construction loose laying depth somascope | |
| CN205426884U (en) | Overburden slope stability test model of multi -angle basement rock can simulate | |
| CN109958017B (en) | Pavement structure with weighing sensor and construction method thereof | |
| CN205228337U (en) | Gutter detection device | |
| CN103486954B (en) | Coal mine roadway deformation measuring device and method | |
| CN210741365U (en) | Land area management device for urban and rural planning | |
| CN207335632U (en) | A kind of loose laying depth measuring device | |
| CN215003477U (en) | Road engineering is roughness detection device for construction | |
| CN115585350A (en) | Land territory is leveling support for surveying instrument | |
| CN204301961U (en) | One is applicable to the vertical pinpoint movable range unit of comb | |
| CN211453120U (en) | Portable soil hardness detector | |
| CN205449344U (en) | Cut stress test device | |
| CN204831200U (en) | Pavement width automatic measuring device | |
| CN209623681U (en) | A kind of monitoring device of subgrade settlement | |
| CN210774310U (en) | Height, weight and foot length information acquisition device | |
| CN209459549U (en) | A kind of architectural design measuring scale | |
| CN209013885U (en) | A kind of device of core drilling method core sample thickness measure | |
| CN211178236U (en) | Asphalt pavement loose paving thickness tester | |
| CN209854515U (en) | Measuring equipment for pavement construction | |
| CN208588447U (en) | Drill underground water level measurement device | |
| CN207335776U (en) | A kind of road survey ruler | |
| CN206037995U (en) | Geological profile survey device | |
| CN213271731U (en) | Marker post support for surveying and mapping | |
| CN205712052U (en) | A kind of constructing device for earth work | |
| CN204551212U (en) | A kind of asphalt pavement construction loose laying depth somascope |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20170716 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |