CN208578088U - A kind of detection device of foundation pile heat analysis integrality - Google Patents

A kind of detection device of foundation pile heat analysis integrality Download PDF

Info

Publication number
CN208578088U
CN208578088U CN201820959221.5U CN201820959221U CN208578088U CN 208578088 U CN208578088 U CN 208578088U CN 201820959221 U CN201820959221 U CN 201820959221U CN 208578088 U CN208578088 U CN 208578088U
Authority
CN
China
Prior art keywords
detection device
foundation pile
heat analysis
thermally conductive
connecting rod
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.)
Active
Application number
CN201820959221.5U
Other languages
Chinese (zh)
Inventor
黄阳
施峰
章东
黄君
黄君一
邱志华
林超
陈宝林
卢新建
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.)
Fujian Academy Of Architectural Sciences Co Ltd
FUJIAN BUILDING ENGINEERING QUALITY INSPECTION CENTER Co Ltd
Original Assignee
Fujian Academy Of Architectural Sciences Co Ltd
FUJIAN BUILDING ENGINEERING QUALITY INSPECTION CENTER 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 Fujian Academy Of Architectural Sciences Co Ltd, FUJIAN BUILDING ENGINEERING QUALITY INSPECTION CENTER Co Ltd filed Critical Fujian Academy Of Architectural Sciences Co Ltd
Priority to CN201820959221.5U priority Critical patent/CN208578088U/en
Application granted granted Critical
Publication of CN208578088U publication Critical patent/CN208578088U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model belongs to building engineering field, is related to a kind of detection device of foundation pile heat analysis integrality.Including integrity tester, at least one temperature sensor, at least one be used for pre-buried testing tube;In use, the temperature sensor is placed in the testing tube, and the integrity tester is connected by data line;The temperature sensor includes along axial several sensor modules interconnected of the testing tube, the hydration heat of concrete temperature of bored concrete pile is detected by several thermally conductive windows axially disposed on the test tube wall, and sends temperature data to the integrity tester.In order to solve defect of the existing technology, the utility model provides a kind of detection device of foundation pile heat analysis integrality, keeps detecting devices recyclable, cost is relatively low, can repeatedly be tested in time.

Description

A kind of detection device of foundation pile heat analysis integrality
Technical field
The utility model belongs to building engineering field, is related to a kind of detection device of foundation pile heat analysis integrality.
Background technique
Currently, the device of pile detection is divided into two major classes, one kind is loading test device, and another kind of is integrity detection Device, it is currently used in integrity detection device to have: core drilling method, sound wave transmission method, low strain dynamic method, Large strain method (while For loading test) and thermal analysis system (or heat anomaly method, hereinafter referred to as TIP method) detection device.These detection devices are each There is its applicable elements.
Wherein, the principle of TIP method is the principle generated heat using concrete hydrating reaction at the beginning of pile concrete pours, The temperature at pile body different depth is measured, temperature height is closed to the dosage of concrete and quality (whether there is defect) in related Uniformly whether system analyze pile concrete along the relative different of pile body according to the absolute value of temperature and temperature and pour, and pile body is No complete, steel reinforcement cage places whether eccentric, calculating steel reinforcement cage cement protective layer thickness etc..
There are two types of device form, the forms of (1) thermal probe and (2) pre-buried electric heating cable for existing TIP detection.
(1) probe of thermal probe method is moved up and down in built-in pipe, acquires a data by every a distance Mode is acquired the temperature of each point in pipe.The advantages of the method, is: it is at low cost, after buying primary equipment, can Reusability, But its disadvantage is also apparent from: because the heat of hydration only generates in 12-72h, and influence factor is more, (such as weather, temperature, week Whether side soil layer has cement additive etc.), even if carrying out manual testing in the specific time, also it is not easily found optimal survey Try time point, and high labor cost;In addition, the contactless infrared temperature probe of the probe of the method, indirectly testing and when stopping Between it is shorter, measuring accuracy will receive influence.
(2) mode of electric heating cable guarantees that sensor is not damaged in early days, as long as the later period sets when pre-buried electric heating cable Acquisition time interval, sensor will periodically be read, as long as engineer finally transfers data in host, analysis of going back is It can.The advantages of this mode is: high degree of automation, collected data volume is big, facilitates analysis, but its electric heating cable can only be in morning Phase is pre-buried, and pre-buried after-pouring concrete can not just take out recycling, so the cost of consumable material is very high.
Summary of the invention
In order to solve defect existing for above two mode, the utility model provides a kind of foundation pile heat analysis integrality Detection device keeps detecting devices recyclable, and cost is relatively low, can repeatedly be tested in time.
The utility model is realized in this way:
A kind of detection device of foundation pile heat analysis integrality, including integrity tester, at least one temperature sensor, extremely Few one is used for pre-buried testing tube;In use, the temperature sensor is placed in the testing tube, and connected by data line Connect the integrity tester;The temperature sensor includes along axial several sensor groups interconnected of the testing tube Part detects the hydration heat of concrete temperature of bored concrete pile by several thermally conductive windows axially disposed on the test tube wall, and Send temperature data to the integrity tester.
Further:
Test tube wall axially spaced-apart setting described in the thermally conductive windowsill, and the thermally conductive window is equipped with thermally conductive sheet.
The testing tube is the non-conductor pipe of heat.
The sensor module includes scalable inductive head, can be close to the thermally conductive window.
The counter that the sensor module further includes connecting rod, is arranged in connecting rod, the scalable inductive head pass through The counter is vertically connected at the one or both ends of the connecting rod.The connecting rod built-in power line and data line, make institute State counter sent to by the order information of place connecting rod and by the temperature data of the scalable inductive head detection it is described Integrity tester.
The scalable inductive head includes the spring of the inner conductors of inductive head and its connection.
The connecting rod is elastic rod.
Several described connecting rods are axially connected with each other by quick coupling along the testing tube.
Utility model has the advantages that the utility model keeps detecting devices recyclable, it is at low cost, and can carry out in time Multiple real-time testing.
More specifically, the scalable inductive head of setting can be close to thermally conductive window, and because of the non-conductor material of heat The isolation of testing tube, consecutive points heat transfer is bad, can more accurately measure the hydration heat of concrete of this part, realizes repeatedly real-time High precision measurement.The counter of setting can be used for judging the place sequence of sensor module, to detect at pile body different depth Temperature.
Detailed description of the invention
The utility model is further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the usage state diagram of the utility model.
Figure label are as follows: 1- foundation pile heat analysis integrity tester, 2- data conversion connector, 3- temperature sensor, 31- are fast Quick coupling, 32- connecting rod, 33- inductive head, 34- spring, 35- counter, 4- cast-in-place concrete pile, 5- testing tube, 51- are thermally conductive Window, 52- thermally conductive sheet.
Specific embodiment
It please refers to shown in Fig. 1 and Fig. 2, a kind of detection device of foundation pile heat analysis integrality of the utility model, including complete Property tester 1, at least one temperature sensor 3, at least one be used for pre-buried testing tube 5;In use, the temperature sensor 3 are placed in the testing tube 5, and connect the integrity tester 1 by data line;The temperature sensor 3 includes edge Axial several sensor modules interconnected of the testing tube 5, by axially disposed several on 5 wall of testing tube A thermally conductive window 51 detects the hydration heat of concrete temperature of bored concrete pile, and sends temperature data to the integrity tester 1.
The sensor module includes scalable inductive head, can be close to the thermally conductive window 51.
The counter 35 that the sensor module further includes connecting rod 32, is arranged in connecting rod 32, the scalable induction Head is vertically connected at the one or both ends of the connecting rod 32 by the counter 35.The 32 built-in power line of connecting rod and Data line makes the counter 35 by the order information of place connecting rod 32 and by the temperature of the scalable inductive head detection Data transmission gives the integrity tester 1.
The thermally conductive window 51 is equipped with thermally conductive sheet 52.Stainless steel thermally conductive sheet 52 is used, in one of the embodiments, for heat Good conductor.The center of adjacent thermally conductive sheet 52 away from the center with adjacent inductive head 33 away from equal, thus in test, inductive head 33 Thermally conductive sheet 52, the heat of hydration that real-time testing bored concrete pile 4 generates can be clung to.
The testing tube is hot non-conductor pipe, uses pvc pipe in one of the embodiments.The scalable of spring 34 makes The thermally conductive sheet 52 on thermally conductive window can be close to by obtaining inductive head 33, and because it is hot that the rest part of testing tube 5, which is PVC material, Non-conductor, by its isolation, consecutive points heat transfer is bad, so can more accurately measure the mixed of this part in thermally conductive sheet 52 The solidifying soil heat of hydration.
The scalable inductive head includes the spring 34 of the inner conductors of inductive head 33 and its connection.Inductive head 33, can essence True thermometric simultaneously digitizes;Spring 34 can be such that inductive head 33 closely adheres on thermally conductive sheet 52, there is conducting wire in spring, can be by temperature number According to being transmitted to counter 35;35 acceptable temperature data of counter, and the sequence of automatic identification oneself, by sequential signal and temperature Signal passes through connecting rod 32 simultaneously and is transmitted to integrity tester 1.
The connecting rod 32 is elastic rod.Elastic rod wherein uses resin fibre material in an example example, there is certain bullet Property, small angle deflection can be carried out, is tilted by a small margin with adapting to pipeline.
Several described connecting rods 32 are by quick coupling 31 along the axial interconnection of the testing tube 5.Quick coupling 31 Using bayonet fashion, and quickly connect internal data line and power supply line.
It is specifically used as follows:
At least one testing tube 5 pre-buried first, then placing concrete, temperature sensor 3 is put into testing tube 5, and It is moved to suitable position in testing tube 5, inductive head 33 is made to be close to stainless steel thermally conductive sheet 52, detects the office generated in bored concrete pile 4 Portion's heat of hydration, is transmitted to counter 35 by spring 34 after digitlization, and counter 35 combines temperature data and the ordinal number of itself According to (i.e. the place sequence of sensor module, such as successively sequence is 1,2,3,4 from the bottom up, since every connecting rod is same Length, therefore sequence can correspond to depth, to draw temperature variation curve on temperature-depth curve), by a plurality of Counter 35, connecting rod 32, quick coupling 31 series connection, signal is transmitted to integrity tester 1 by data conversion connector 2 Middle progress data record, display and analysis.
Although those familiar with the art answers the foregoing describe specific embodiment of the present utility model Working as understanding, we are merely exemplary described specific embodiment, rather than for the limit to the scope of the utility model Fixed, those skilled in the art modification and variation equivalent made by the spirit according to the utility model all should Cover in the scope of the claimed protection of the utility model.

Claims (8)

1. a kind of detection device of foundation pile heat analysis integrality, it is characterised in that: including integrity tester, at least one temperature Sensor, at least one be used for pre-buried testing tube;In use, the temperature sensor is placed in the testing tube, and lead to It crosses data line and connects the integrity tester;The temperature sensor includes axially interconnected several along the testing tube A sensor module detects the concrete hydrating of bored concrete pile by several thermally conductive windows axially disposed on the test tube wall Hot temperature, and send temperature data to the integrity tester.
2. the detection device of foundation pile heat analysis integrality as described in claim 1, it is characterised in that: described in the thermally conductive windowsill The setting of tube wall axially spaced-apart is tested, and the thermally conductive window is equipped with thermally conductive sheet.
3. the detection device of foundation pile heat analysis integrality as described in claim 1, it is characterised in that: the testing tube is hot Non-conductor pipe.
4. the detection device of foundation pile heat analysis integrality as described in claim 1, it is characterised in that: the sensor module packet Scalable inductive head is included, the thermally conductive window can be close to.
5. the detection device of foundation pile heat analysis integrality as claimed in claim 4, it is characterised in that: the sensor module is also Including the counter being arranged in connecting rod, connecting rod, the scalable inductive head is vertically connected at described by the counter The one or both ends of connecting rod;The connecting rod built-in power line and data line, make the counter by the suitable of place connecting rod Sequence information and the integrity tester is sent to by the temperature data of the scalable inductive head detection.
6. the detection device of foundation pile heat analysis integrality as claimed in claim 4, it is characterised in that: the scalable inductive head The spring of inner conductors including inductive head and its connection.
7. the detection device of foundation pile heat analysis integrality as claimed in claim 5, it is characterised in that: the connecting rod is elasticity Bar.
8. the detection device of foundation pile heat analysis integrality as claimed in claim 5, it is characterised in that: several described connecting rods It is axially connected with each other by quick coupling along the testing tube.
CN201820959221.5U 2018-06-21 2018-06-21 A kind of detection device of foundation pile heat analysis integrality Active CN208578088U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820959221.5U CN208578088U (en) 2018-06-21 2018-06-21 A kind of detection device of foundation pile heat analysis integrality

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820959221.5U CN208578088U (en) 2018-06-21 2018-06-21 A kind of detection device of foundation pile heat analysis integrality

Publications (1)

Publication Number Publication Date
CN208578088U true CN208578088U (en) 2019-03-05

Family

ID=65509076

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820959221.5U Active CN208578088U (en) 2018-06-21 2018-06-21 A kind of detection device of foundation pile heat analysis integrality

Country Status (1)

Country Link
CN (1) CN208578088U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080315A (en) * 2019-05-05 2019-08-02 李鑫恺 A kind of expanding integrity test technique of foundation pile and instrument

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080315A (en) * 2019-05-05 2019-08-02 李鑫恺 A kind of expanding integrity test technique of foundation pile and instrument

Similar Documents

Publication Publication Date Title
CN105113499B (en) Test system and method for detecting cement content of pile body of cement stirring pile in real time
US9335299B2 (en) Method and system for testing a bundle of tubular objects guided by a computing device
CN106501314B (en) Method for simply, conveniently and quickly detecting internal quality of concrete filled steel tube
CN103105140B (en) Building deformation monitoring device and the method with its monitoring
CN102735746B (en) Device for enclosed detection of magnetic flux leakage signals of metal pipe and high speed transmission method of data
CN104330412A (en) Non-contact nondestructive testing method for heat conductivity coefficient of rock and earth mass
CN104990654A (en) Remote online large-diameter heat supply pipeline strain monitoring device and remote online large-diameter heat supply pipeline strain detection method
CN103713050B (en) A kind of laser receiver measures the method for the die-away curve of seismic event in rock
CN208578088U (en) A kind of detection device of foundation pile heat analysis integrality
CN104634238A (en) Method and device for measuring reinforcement protective layer thickness
CN204903055U (en) Big long -range on -line monitoring device of pipe diameter central heating pipeline stress
CN207113861U (en) A kind of geotechnical stratified settlement measuring device
CN103837533B (en) Based on concrete temperature monitoring and the emulating bakce analysis method of thermal imaging system
CN202195899U (en) Temperature gradient detector for concrete structure
CN207197528U (en) A kind of construction engineering quality detection device
CN203249889U (en) Detection device for corrosion of metal pipeline
CN101968512A (en) Method for detecting alternating current short circuit non-discharge type insulators
CN105372288B (en) A kind of rate of heat flow measuring instrument and measuring method
CN103743893A (en) Gradient measuring method of humidity of cement concrete pavement slab
CN104062692A (en) High-precision seabed terrestrial heat flow detection device
CN104568061A (en) Multi-probe passive nuclear level meter
CN115479549A (en) Portable field test imager of cement pole
CN205562058U (en) Temperature sensing type seawater temperature observation system
CN201780282U (en) Magnetic imaging detection device for wireless sensor network
CN210953845U (en) Concrete crack detection equipment and system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant