CN206353025U - A kind of reinforcement location analyzer calibrating installation - Google Patents

A kind of reinforcement location analyzer calibrating installation Download PDF

Info

Publication number
CN206353025U
CN206353025U CN201621428051.5U CN201621428051U CN206353025U CN 206353025 U CN206353025 U CN 206353025U CN 201621428051 U CN201621428051 U CN 201621428051U CN 206353025 U CN206353025 U CN 206353025U
Authority
CN
China
Prior art keywords
calibrating installation
reinforcement location
reinforcing bar
location analyzer
cover plate
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
Application number
CN201621428051.5U
Other languages
Chinese (zh)
Inventor
宋军霞
陈万友
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hubei Jian Feng Ji Engineering Quality Inspection Co Ltd
Original Assignee
Hubei Jian Feng Ji Engineering Quality Inspection Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hubei Jian Feng Ji Engineering Quality Inspection Co Ltd filed Critical Hubei Jian Feng Ji Engineering Quality Inspection Co Ltd
Priority to CN201621428051.5U priority Critical patent/CN206353025U/en
Application granted granted Critical
Publication of CN206353025U publication Critical patent/CN206353025U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)

Abstract

The utility model discloses a kind of reinforcement location analyzer calibrating installation of calibrating installation technical field, including cover plate, the bottom left and right sides of the cover plate is provided with cushion block, the bottom of cushion block is provided with reinforcing bar described in two groups, the bottom left and right sides of the reinforcing bar is provided with support, the utility model assembly and disassembly are simple and convenient, it is cheap, working service cost is low, it is durable in use, calibration result is intuitively accurate, the self-test and self-calibration of unit can be used as reinforcement location analyzer, period verification and simulated test etc., also can as reinforcement location analyzer calibration unit calibrating installation.

Description

A kind of reinforcement location analyzer calibrating installation
Technical field
The utility model is related to calibrating installation technical field, specially a kind of reinforcement location analyzer calibrating installation.
Background technology
Reinforcement location analyzer belongs to engineering detecting instrument, and the instrument can be used for existing reinforced concrete works and newly-built steel The inspection of tendon concrete structure construction quality, can determine thickness of protection tier, bar diameter, bar spacing situation.Concrete The position of middle reinforcing bar and protective layer thickness are the piths of concrete structure engineering quality, are also quality appraisal and examination Institute's essential items for inspection.Cover to reinforcement is too thin or too thick can all be produced on structural elements stress performance influences.Protective layer thickness is too thin The depth of one side concrete carbonization(Or the intrusion of chloride)It can advance to up to around reinforcing bar, the passivation around destruction reinforcing bar Film, easily causes the corrosion of steel bar stress, then develop into concrete cover because steel bar corrosion expand and produces along muscle ftracture, Slabbing peels off dew muscle, while net sectional area reduces, causes structure to use safely, total is also resulted in when serious System is destroyed, and reduces the durability of structure;On the other hand, protective layer too thin member stress when surface concrete can produce burst apart it is de- Fall the cohesion of phenomenon, destruction concrete and reinforcing bar, make the intensity decreases of concrete.Protective layer is too thick, component can be made effectively to cut Face size reduces, and easily causes concrete surface to ftracture, and influences bearing capacity.Before detection, in order to ensure to detect used instrument Testing result meets with virtual condition, it is necessary to use calibration test specimen to calibrate to it, and only satisfactory reinforcement location is surveyed Determining instrument could be used to detect, it is ensured that the accuracy and comparativity of testing result.In addition before new instrument is enabled, detection data it is different Often, it can not be adjusted, and during by repairing or change main spare and accessory parts, instrument should also be calibrated.Existing market does not have There is the calibrating installation of unified standard, existing calibrating installation is different in terms of the indexs such as materials'use, thickness and size, Some functions are single, can only calibrate one of index, and some calibration data do not possess representativeness, in calibration result also Have differences, prevent the value of reinforcement location analyzer from effectively being traced to the source, therefore, the design and system of unified calibration test specimen Work seems particularly significant.So, we have proposed a kind of reinforcement location analyzer calibrating installation.
Utility model content
The purpose of this utility model is to provide a kind of reinforcement location analyzer calibrating installation, to solve above-mentioned background technology The calibrating installation that the existing market of middle proposition is not sought unity of standard, existing calibrating installation, in materials'use, thickness and size etc. Different in terms of index, some functions are single, can only calibrate one of index, and some calibration data do not possess representative Property, difference is also there is in calibration result, prevents the problem of value of reinforcement location analyzer is from effectively being traced to the source.
To achieve the above object, the utility model provides following technical scheme:A kind of reinforcement location analyzer calibrating installation, Including cover plate, the bottom left and right sides of the cover plate is provided with cushion block, and the bottom of cushion block is provided with reinforcing bar described in two groups, described The bottom left and right sides of reinforcing bar is provided with support.
It is preferred that, the cover plate is thickness 6mm, length 380mm and width 260mm poly (methyl methacrylate) plate.
It is preferred that, the cushion block is length 350mm plastic cushion.
It is preferred that, the reinforcing bar is plain bar or hot rolled ribbed bars, and the outer wall of the reinforcing bar is coated with antirust paint painting Layer.
It is preferred that, the support is to be provided with length 380mm plastic stent, the top length direction of the support equidistantly From V-groove, partial isometry is provided with the bottom lengths direction of the support from the V-groove with part non-equally.
Compared with prior art, the beneficial effects of the utility model are:The utility model assembly and disassembly are simple and convenient, valency Lattice are cheap, and working service cost is low, durable in use, and calibration result is intuitively accurate, can use unit as reinforcement location analyzer Self-test and self-calibration, period verify and simulated test etc., also can as reinforcement location analyzer calibration unit calibrating installation.
Brief description of the drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model side view.
In figure:1 cover plate, 2 cushion blocks, 3 reinforcing bars, 4 supports.
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.
Referring to Fig. 1, the utility model provides a kind of technical scheme:A kind of reinforcement location analyzer calibrating installation, including Cover plate 1, the bottom left and right sides of the cover plate 1 is provided with cushion block 2, and the bottom of cushion block 2 described in two groups is provided with reinforcing bar 3, institute The bottom left and right sides for stating reinforcing bar 3 is provided with support 4.
Wherein, the cover plate 1 is thickness 6mm, length 380mm and width 260mm poly (methyl methacrylate) plate, poly (methyl methacrylate) plate tool There are nontoxic, excellent weatherability and good processability, the cushion block 2 is length 350mm plastic cushion, and cushion block 2 Sectional dimension include 9 × 14mm, 19 × 24mm and tri- kinds of 29 × 39mm, can select according to the actual requirements, can obtain 15mm, 20mm, 25mm, 30mm, 35mm and 45mm standard protective layer value, cover frequently-used data section, the reinforcing bar 3 in routine testing For plain bar or hot rolled ribbed bars, the outer wall of the reinforcing bar 3 is coated with rust inhibitor paint coatings, and the specification type of reinforcing bar is and reality With being consistent in the engineering of border, a part uses plain bar, and specification includes 8mm and two kinds of 10mm, and a part uses hot-rolled strip Rib reinforcement, specification includes five kinds of 12mm, 16mm, 20mm, 25mm and 28mm, and reinforcing bar length is 350mm and passes through antirust treatment, Every kind of specifications and models 4, can according to circumstances select in practical operation or increase the reinforcing bar of other specifications and models, the support 4 be to be provided with equidistant V-groove on length 380mm plastic stent, the top length direction of the support 4, the support 4 Partial isometry is provided with bottom lengths direction from the V-groove with part non-equally, the sectional dimension of support 4 is 20 × 30mm, It is that can be very good to fix reinforcing bar to open V-groove one, and displacement will not be produced in a calibration process, and two be that can provide the reinforcing bar of standard Spacing, V-groove spacing it is minimum for 40mm, it is maximum for 300mm.
Operation principle:Whole device constitutes cover plate for lucite by cover plate, cushion block, reinforcing bar, support successively from top to bottom Plate, thickness is 6mm, and length and width size is 380 × 260mm, and cushion block is plastic cushion, and length is 350mm, and sectional dimension has three kinds, Respectively 9 × 14mm, 19 × 24mm, 29 × 39mm, can be selected according to the actual requirements, can obtain 15mm, 20mm, 25mm, 30mm, 35mm, 45mm standard protective layer value, cover frequently-used data section in routine testing, and the specification type of reinforcing bar is and reality With being consistent in the engineering of border, a part uses plain bar, and specification has 8mm, 10mm, and a part uses hot rolled ribbed bars, Specification has 12mm, 16mm, 20mm, 25mm, 28mm, and reinforcing bar length is 350mm and passes through antirust treatment, every kind of specifications and models 4 Root, can according to circumstances select in practical operation or increase the reinforcing bar of other specifications and models, support is plastic stent, length 380mm, sectional dimension is 20 × 30mm, and partial isometry is opened on the length direction on both sides from the V-groove with part non-equally, One is that can be very good to fix reinforcing bar, and displacement will not be produced in a calibration process, and two be that can provide the bar spacing of standard, branch Spacing between top of the trellis two adjacent groups V-groove is two groups of spacing between the V-groove of two groups of right side on the left of 50mm, frame bottom For 65mm, the spacing in middle four groups between adjacent two groups be between 40mm, V-groove spacing it is minimum for 40mm, it is maximum For 300mm, the utility model assembly and disassembly are simple and convenient, and cheap, working service cost is low, durable in use, calibration knot Fruit is directly perceived accurate, and self-test and self-calibration, period verification and simulated test of unit etc. can be used as reinforcement location analyzer, can also be made For the calibrating installation of reinforcement location analyzer calibration unit.
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 (5)

1. a kind of reinforcement location analyzer calibrating installation, including cover plate(1), it is characterised in that:The cover plate(1)Bottom or so Both sides are provided with cushion block(2), cushion block described in two groups(2)Bottom be provided with reinforcing bar(3), the reinforcing bar(3)Bottom or so Both sides are provided with support(4).
2. a kind of reinforcement location analyzer calibrating installation according to claim 1, it is characterised in that:The cover plate(1)For Thickness 6mm, length 380mm and width 260mm poly (methyl methacrylate) plate.
3. a kind of reinforcement location analyzer calibrating installation according to claim 1, it is characterised in that:The cushion block(2)For Length 350mm plastic cushion.
4. a kind of reinforcement location analyzer calibrating installation according to claim 1, it is characterised in that:The reinforcing bar(3)For Plain bar or hot rolled ribbed bars, the reinforcing bar(3)Outer wall be coated with rust inhibitor paint coatings.
5. a kind of reinforcement location analyzer calibrating installation according to claim 1, it is characterised in that:The support(4)For Length 380mm plastic stent, the support(4)Top length direction on be provided with equidistant V-groove, the support(4) Bottom lengths direction on be provided with partial isometry from part V-groove non-equally.
CN201621428051.5U 2016-12-24 2016-12-24 A kind of reinforcement location analyzer calibrating installation Expired - Fee Related CN206353025U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621428051.5U CN206353025U (en) 2016-12-24 2016-12-24 A kind of reinforcement location analyzer calibrating installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621428051.5U CN206353025U (en) 2016-12-24 2016-12-24 A kind of reinforcement location analyzer calibrating installation

Publications (1)

Publication Number Publication Date
CN206353025U true CN206353025U (en) 2017-07-25

Family

ID=59348200

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621428051.5U Expired - Fee Related CN206353025U (en) 2016-12-24 2016-12-24 A kind of reinforcement location analyzer calibrating installation

Country Status (1)

Country Link
CN (1) CN206353025U (en)

Similar Documents

Publication Publication Date Title
Amaro et al. Inspection and diagnosis system of ETICS on walls
Branco et al. Structural analysis of two King-post timber trusses: Non-destructive evaluation and load-carrying tests
ATE543094T1 (en) METHOD AND APPARATUS FOR ACOUSTICALLY TESTING WOODEN PILES
WO2008103286A3 (en) Assessment and analysis of software security flaws
ATE459871T1 (en) METHOD FOR DETERMINING MATERIAL-DEPENDENT CONSTANTS OF A METAL OBJECT BASED ON FATIGUE TESTS
Galvão et al. Variability of in-situ testing on rendered walls in natural ageing conditions–Rebound hammer and ultrasound techniques
Yang et al. An improved direct stiffness calculation method for damage detection of beam structures
CN206353025U (en) A kind of reinforcement location analyzer calibrating installation
CN204666204U (en) A kind of shield duct piece ess-strain monitoring device
Concu et al. Non‐destructive testing as a tool in reinforced concrete buildings refurbishments
CN205655794U (en) A calibration test piece for electromagnetic induction method cover to reinforcement thickness detection instrument
CN104569340B (en) Underground environment quality determination method and device
Guthrie et al. Vertical impedance testing for assessing protection from chloride-based deicing salts provided by an asphalt overlay system on a concrete bridge deck
CN215003338U (en) Reinforced concrete water pipe thickness detection device
CN115166034A (en) Method for detecting wood structure defects by utilizing multipath stress waves
Chang et al. Nondestructive testing on ancient wooden components based on Shapley value
CN201233238Y (en) Settlement observation device for buildings
Kahangi Resistance of Clay Brick Masonry Façades to Wind-Driven Rain: Repointing of Eroded Mortar Joints
Zhou et al. Structural Health Monitoring of Precast Concrete Box Girders Using Selected Vibration‐Based Damage Detection Methods
Howes et al. Rating rectangular farm delivery meter gates for flow measurement
Aktas et al. Environmental performance assessment using monitoring and DVS testing
Anderson Advanced assessment of pipeline integrity using ILI data.
Almeida et al. Condensation and mold risk evaluation in a gymnasium: in situ measurements and numerical simulation
Chiu et al. Risk assessment of environmental corrosion for reinforcing steel bars embedded in concrete in Taiwan
Hao et al. Linear polarization method research of quantitative detection based on concrete reinforcement corrosion

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
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: 20170725

Termination date: 20201224