CN206601112U - A kind of asphalt pavement construction loose laying depth somascope - Google Patents

A kind of asphalt pavement construction loose laying depth somascope Download PDF

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Publication number
CN206601112U
CN206601112U CN201720132944.3U CN201720132944U CN206601112U CN 206601112 U CN206601112 U CN 206601112U CN 201720132944 U CN201720132944 U CN 201720132944U CN 206601112 U CN206601112 U CN 206601112U
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CN
China
Prior art keywords
measurement bar
mounting post
asphalt pavement
somascope
loose laying
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Expired - Fee Related
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CN201720132944.3U
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Chinese (zh)
Inventor
王劲松
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Individual
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Individual
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Priority to CN201720132944.3U priority Critical patent/CN206601112U/en
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Publication of CN206601112U publication Critical patent/CN206601112U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of asphalt pavement construction loose laying depth somascope, including chassis, middle part at the top of chassis is provided with undertaking base, top and bottom on the inside of mounting post are mounted on limitting casing, measurement bar is slidably fitted with the inside of limitting casing, middle part on the inside of mounting post is provided with pulley sensor by fixed mount, and measurement bar front is equidistant provided with neck from top to bottom close to the middle part of bottom position, and the two ends of neck are equipped with scale strip.The utility model is simple in construction, it is easy to use, pass through the neck and scale strip set in the bottom of measurement bar, the chaining pin being slidably installed on the inside of the chute set again on the inside of coordinate breach, and chute so that the somascope effectively can insert the depth survey in roadbed to measurement bar and come out, so that the somascope is in use, need not worry about it is firmly excessive, and cause measurement bar insert roadbed in influence testing result, for the somascope use provide facilitate.

Description

A kind of asphalt pavement construction loose laying depth somascope
Technical field
The utility model is related to detection device technical field, specially a kind of asphalt pavement construction loose laying depth somascope.
Background technology
Loose laying depth refers to before effecting HMA compaction, by paver by the thickness after bituminous mixture laying.Inspection is repaiied It is necessary program to build process Asphalt Mixture loose laying depth, because asphalt loose laying depth is determined after pavement compaction always The characteristic of thickness, at present, some the road surface loose laying depth somascopes occurred on the market, most of its will be surveyed by personnel In the pitch mixed layer for measuring the measurement object insertion such as post or measuring scale road surface, pass through the length that measurement column or measuring scale are deep Loose laying depth is drawn, in such method, because the dynamics of measurement column or measuring scale in insertion is difficult to hold, is easy to cause Measuring scale or measurement column deeply not enough thoroughly or are inserted into roadbed, then or there is tilt phenomenon so that the number of measurement According to there is all multivariates, strong influence loose laying depth detects the accuracy of data.
The content of the invention
The purpose of this utility model is to provide a kind of asphalt pavement construction loose laying depth somascope possess simple in construction, It is easy to use, the high advantage of accuracy, the problem of solving now current asphalt pavement construction loose laying depth detection poor accuracy.
To achieve the above object, the utility model provides following technical scheme:
A kind of middle part at the top of asphalt pavement construction loose laying depth somascope, including chassis, the chassis is provided with undertaking Base, the both sides of the undertaking base top are mounted at the top of mounting post, the mounting post being provided with backing plate, the backing plate The top and bottom that the two ends at top are mounted on the inside of spacing channel-section steel, the mounting post are mounted on limitting casing, described spacing Measurement bar is slidably fitted with the inside of frame, the top of the measurement bar runs through backing plate and extends to the top of backing plate, the measurement The middle part that the top of bar is provided with the inside of pedal, the mounting post is provided with pulley sensor by fixed mount, and the pulley is passed The side of sensor and the outer surface of measurement bar fit, and the outer surface for accepting mounting post on the right side of base top is provided with control Device.
The side for accepting base is provided with breach, and the bottom of the measurement bar is located at the inner side of breach, the breach Both sides, which are equipped with the inside of chute, the chute, is slidably fitted with chaining pin, and the bottom of the measurement bar is located at chaining pin and accepts bottom Between seat, the measurement bar front is equidistant provided with neck, the two ends of the neck from top to bottom close to the middle part of bottom position It is equipped with scale strip.
It is preferred that, the front and back of the mounting post is mounted on outer shrouding, and the chassis is circular configuration.
It is preferred that, the both sides of the pedal are slidably mounted between the inner side of spacing channel-section steel, and the bottom of pedal and backing plate Spring is installed, the spring is set in the outside of measurement bar.
It is preferred that, the measurement bar is vertically-mounted structure, and measurement bar is bar shaped platy structure, in the measurement bar The measurement bar surface that portion is provided with detection zone, its detection zone is frosting.
It is preferred that, the output end of the pulley sensor is electrically connected in the input of controller, on the controller Provided with display screen.
It is preferred that, the cross section of the neck is " レ " shape structure.
Compared with prior art, the beneficial effects of the utility model are as follows:
1st, the utility model is simple in construction, easy to use, by setting circular base plate, on the one hand, so that the somascope exists More stablize when using, measurement bar can be avoided tilt phenomenon occur, on the other hand, by increasing capacitance it is possible to increase the lifting surface area of somascope, Avoid producing loose laying larger pressure, the final detection data of influence, meanwhile, the limitting casing installed in the inner side of mounting post, Effective restriction can be carried out to measurement bar, tilt phenomenon is prevented, and coordinates the top installation pedal in measurement bar, is made Measurement bar can directly be inserted in loose laying by the way of foot-operated when in use by obtaining the somascope, reach labour-saving effect, And coordinate the chute set on the inside of the neck and scale strip set in the bottom of measurement bar, then coordinate breach, and in chute The chaining pin that Slideslip is installed so that the somascope effectively can insert the depth survey in roadbed to measurement bar and come out so that should Somascope is in use, it is not necessary to worry firmly excessive, and causing measurement bar to be inserted in roadbed influences testing result, for this It is convenient that the use of somascope is provided, in addition, the pulley sensor and controller that are equipped with so that staff can be effective The thickness for drawing loose laying, greatly improve loose overlay thickness and detect the accuracy of data, so as to effectively solve existing The problem of current asphalt pavement construction loose laying depth detection poor accuracy.
Brief description of the drawings
Fig. 1 is the utility model positive structure schematic;
Fig. 2 is mplifying structure schematic diagram at A in Fig. 1.
In figure:1 chassis, 2 are accepted base, 3 mounting posts, 4 outer shroudings, 5 limitting casings, 6 measurement bars, 7 fixed mounts, 8 pulleys and passed Sensor, 9 controllers, 10 backing plates, 11 spacing channel-section steels, 12 pedals, 13 springs, 14 breach, 15 chutes, 16 chaining pins, 17 necks, 18 quarters Spend bar.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment obtained, belongs to the scope of the utility model protection.
Refer to Fig. 1-2, a kind of asphalt pavement construction loose laying depth somascope, including chassis 1, the middle part at the top of chassis 1 Undertaking base 2 is installed, chassis 1 is circular configuration, and the both sides for accepting the top of base 2 are mounted on mounting post 3, mounting post 3 Front and back is mounted on outer shrouding 4, and the top of mounting post 3 is provided with backing plate 10, and the two ends at the top of backing plate 10 are mounted on Spacing channel-section steel 11, the top and bottom of the inner side of mounting post 3 are mounted on limitting casing 5, and the inner side of limitting casing 5 is slidably fitted with measurement Bar 6, the top of measurement bar 6 runs through backing plate 10 and extends to the top of backing plate 10, and the top of measurement bar 6 is provided with pedal 12, stepped on The both sides of plate 12 are slidably mounted between the inner side of spacing channel-section steel 11, and the bottom of pedal 12 and backing plate 10 and are provided with spring 13, Spring 13 is set in the outside of measurement bar 6, sets spring 13 to cause the measurement bar 6 of the somascope to have the effect that automatically resets, peace The middle part of the inner side of dress post 3 is provided with pulley sensor 8, the side of pulley sensor 8 and the appearance of measurement bar 6 by fixed mount 7 Face fits, and measurement bar 6 is vertically-mounted structure, and measurement bar 6 is bar shaped platy structure, and the middle part of measurement bar 6 is provided with detection The surface of measurement bar 6 in area, its detection zone is frosting, and the outer surface for accepting the top right side mounting post 3 of base 2 is provided with control Device 9, the output end of pulley sensor 8 is electrically connected in the input of controller 9, and controller 9 is provided with display screen.
The side for accepting base 2 is provided with breach 14, and the bottom of measurement bar 6 is located at the inner side of breach 14, the both sides of breach 14 Chute 15 is equipped with, the inner side of chute 15 is slidably fitted with chaining pin 16, and the bottom of measurement bar 6 is located at chaining pin 16 and accepts base 2 Between, the front of measurement bar 6 is equidistant provided with neck 17 from top to bottom close to the middle part of bottom position, and the two ends of neck 17 are equipped with Scale strip 18, the cross section of neck 17 is " レ " shape structure.
The utility model is simple in construction, easy to use, by setting circular base plate 1, on the one hand, so that the somascope makes Used time more stablizes, and measurement bar 6 can be avoided tilt phenomenon occur, on the other hand, by increasing capacitance it is possible to increase the lifting surface area of somascope, keeps away Exempt to produce loose laying larger pressure, the final detection data of influence, meanwhile, the limitting casing 5 installed in the inner side of mounting post 3, Effective restriction can be carried out to measurement bar 6, tilt phenomenon is prevented, and coordinate the top installation pedal in measurement bar 6 12 so that the somascope directly can be inserted measurement bar 6 in loose laying by the way of foot-operated when in use, reach labour-saving Effect, and coordinate the neck 17 and scale strip 18 set in the bottom of measurement bar 6, then the chute that the inner side of coordinate breach 14 is set 15, and the chaining pin 16 that the inner side of chute 15 is slidably installed so that the somascope can effectively insert the depth in roadbed to measurement bar 6 Degree is measured so that the somascope is in use, it is not necessary to is worried firmly excessive, and is caused measurement bar 6 to insert roadbed Middle influence testing result, is provided conveniently, in addition, the pulley sensor 8 and controller that are equipped with for the use of the somascope 9 so that staff can effectively draw the thickness of loose laying, greatly improve the accurate of loose overlay thickness detection data Property, so that the problem of effectively solving now current asphalt pavement construction loose laying depth detection poor accuracy.
The asphalt pavement construction loose laying depth somascope, in use, the somascope is placed in loose laying by staff, leads to Foot pedal 12 is crossed, measurement bar 6 is inserted into loose laying, pulley sensor 8 is during measurement bar 6 is moved down, under measurement bar 6 The length or distance of shifting are monitored, by the data transfer of detection to controller 9, and are shown by display, convenient Staff reads, after measurement bar 6 inserts loose laying, and staff unclamps pedal 12 so that work of the measurement bar 6 in spring 13 Resetted with lower, the soil in roadbed whether is carried in the neck 17 of staff's observation measurement bar 6 bottom, to judge measurement bar 6 Whether insert in roadbed, if measurement bar 6 inserts roadbed, taken soil in neck 17 out of, staff can be according to institute's band soil The position of neck 17, to learn that measurement bar 6 inserts the depth data of roadbed, subtract insertion roadbed by the data on display deep The data of degree, finally draw the data of loose overlay thickness.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art, It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.

Claims (6)

1. a kind of asphalt pavement construction loose laying depth somascope, including chassis(1), it is characterised in that:The chassis(1)Top Middle part is provided with undertaking base(2), the undertaking base(2)The both sides at top are mounted on mounting post(3), the mounting post (3)Top backing plate is installed(10), the backing plate(10)The two ends at top are mounted on spacing channel-section steel(11), the mounting post (3)Limitting casing is mounted at the top and bottom of inner side(5), the limitting casing(5)Inner side be slidably fitted with measurement bar(6), The measurement bar(6)Top run through backing plate(10)And extend to backing plate(10)Top, the measurement bar(6)Top install There is pedal(12), the mounting post(3)The middle part of inner side passes through fixed mount(7)Pulley sensor is installed(8), the pulley biography Sensor(8)Side and measurement bar(6)Outer surface fit, the undertaking base(2)Top right side mounting post(3)Appearance Face is provided with controller(9);
The undertaking base(2)Side be provided with breach(14), the measurement bar(6)Bottom be located at breach(14)Inner side, The breach(14)Both sides be equipped with chute(15), the chute(15)Inner side be slidably fitted with chaining pin(16), it is described to survey Gauge rod(6)Bottom be located at chaining pin(16)With undertaking base(2)Between, the measurement bar(6)Front is in bottom position Portion is equidistant from top to bottom to be provided with neck(17), the neck(17)Two ends be equipped with scale strip(18).
2. a kind of asphalt pavement construction loose laying depth somascope according to claim 1, it is characterised in that:The mounting post (3)Front and back be mounted on outer shrouding(4), the chassis(1)For circular configuration.
3. a kind of asphalt pavement construction loose laying depth somascope according to claim 1, it is characterised in that:The pedal (12)Both sides be slidably mounted on spacing channel-section steel(11)Inner side, and pedal(12)Bottom and backing plate(10)Between bullet is installed Spring(13), the spring(13)It is set in measurement bar(6)Outside.
4. a kind of asphalt pavement construction loose laying depth somascope according to claim 1, it is characterised in that:The measurement bar (6)For vertically-mounted structure, and measurement bar(6)For bar shaped platy structure, the measurement bar(6)Middle part be provided with detection zone, its Measurement bar in detection zone(6)Surface is frosting.
5. a kind of asphalt pavement construction loose laying depth somascope according to claim 1, it is characterised in that:The pulley is passed Sensor(8)Output end be electrically connected at controller(9)Input in, the controller(9)It is provided with display screen.
6. a kind of asphalt pavement construction loose laying depth somascope according to claim 1, it is characterised in that:The neck (17)Cross section be " レ " shape structure.
CN201720132944.3U 2017-02-14 2017-02-14 A kind of asphalt pavement construction loose laying depth somascope Expired - Fee Related CN206601112U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720132944.3U CN206601112U (en) 2017-02-14 2017-02-14 A kind of asphalt pavement construction loose laying depth somascope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720132944.3U CN206601112U (en) 2017-02-14 2017-02-14 A kind of asphalt pavement construction loose laying depth somascope

Publications (1)

Publication Number Publication Date
CN206601112U true CN206601112U (en) 2017-10-31

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Cited By (3)

* Cited by examiner, † Cited by third party
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
CN113445381A (en) * 2021-07-09 2021-09-28 包头市公路工程股份有限公司 Construction method for cement gypsum composite stable steel slag base layer
CN116045825A (en) * 2023-01-10 2023-05-02 山东高速工程建设集团有限公司 Method for detecting loose paving thickness of soil-stone mixed roadbed

Cited By (4)

* Cited by examiner, † Cited by third party
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
CN113445381A (en) * 2021-07-09 2021-09-28 包头市公路工程股份有限公司 Construction method for cement gypsum composite stable steel slag base layer
CN116045825A (en) * 2023-01-10 2023-05-02 山东高速工程建设集团有限公司 Method for detecting loose paving thickness of soil-stone mixed roadbed
CN116045825B (en) * 2023-01-10 2023-07-04 山东高速工程建设集团有限公司 Method for detecting loose paving thickness of soil-stone mixed roadbed

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171031

Termination date: 20190214