CN207866729U - Inside peep the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness - Google Patents
Inside peep the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness Download PDFInfo
- Publication number
- CN207866729U CN207866729U CN201820167035.8U CN201820167035U CN207866729U CN 207866729 U CN207866729 U CN 207866729U CN 201820167035 U CN201820167035 U CN 201820167035U CN 207866729 U CN207866729 U CN 207866729U
- Authority
- CN
- China
- Prior art keywords
- work rest
- rest blade
- grout sleeve
- endoscope
- sleeve
- 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
Abstract
The utility model discloses a kind of interior devices for peeping water flood detection half grout sleeve of reinforcing bar grouting plumpness, and described device includes leading truck, industrial endoscope and injection device;Leading truck includes work rest blade, and multiple guide rings are provided on two side surfaces of work rest blade, turning auxiliary member is provided on a side surface of work rest blade inserting end;Injection device is connect with syringe by water filling hose and is formed, and water filling hose is arranged in the guide ring of side;Industrial endoscope includes probe pipeline, and probe pipeline both ends are separately connected endoscope host and endoscope probe, and probe pipeline is arranged in the guide ring of the other side.Grouting plumpness detection device provided by the utility model, it is reasonable for structure, it is not necessarily to pre-buried sensor, it is reusable, it is easy to operate, have the advantages that comprehensive use cost is low.
Description
Technical field
The utility model is related to assembled architecture fields, and in particular to water flood detection half grout sleeve of reinforcing bar is peeped in one kind
The device for plumpness of being in the milk.
Background technology
Prefabricated assembled concrete structure has speed of application as a kind of structure type meeting industrialized production
Soon, labor intensity is low, noise pollution and wet construction is few and the advantages such as product quality is easy to control, it has also become domestic and international construction industry development
Main flow direction.2 months 2016《State Council of the Central Committee of the Communist Party of China is about several meanings for further strengthening urban planning and development control work
See》It proposes, strives with 10 years or so time, making assembled architecture account for new building ratio and reaching 30%, assembled architecture is at me
The development of state is being thus lifted to a unprecedented height.
In assembled arthitecutral structure, especially in prefabricated concrete structure, component connection is to ensure that structure is whole
The key node of quality.Reinforced bar sleeve grouting connection is common bar connecting form, sleeve in prefabricated concrete structure
It is in the milk and is connected as concealed work, the plumpness of strength cement-based grouting material directly influences prefabricated concrete structure in grout sleeve
Quality and safety.But may be because personnel's lack of skill, misoperation in work progress or lack a sense of responsibility, cause to leak
Slurry, running pulp phenomenon happen occasionally, and the appearance of this phenomenon has seriously affected grouting quality, the case where " filling discontented " occur, cause
Fatal constructional deficiency.Therefore, the detection method of strength cement-based grouting material plumpness is building trade extensive concern in grout sleeve
And urgent problem to be solved.
The detection method of the plumpness of sleeve grouting at present is broadly divided into inside member exterior nondestructive determination and grout sleeve
The method of pre-buried sensor.Member exterior lossless detection method is mainly supercritical ultrasonics technology and Impact echo, due to reinforced bar sleeve
Connection structure replaces for multilayer dielectricity, and detection environment is complicated, and strength cement-based grouting material is very thin in radial thickness, generally 5 ㎜~6
㎜ causes existing engineering lossless detection method that can not effectively detect it.Publication No. is the China of CN105223344A
Patent document proposes a kind of device and method of pre-buried sensor detection reinforced bar sleeve grouting plumpness:Damping vibration is sensed
Device is embedded in the bottom of reinforced bar sleeve grout outlet, and sleeve grouting construction passes through after the completion or after grouting material solidification and detects sensing
Whether the attenuation of device signal wave amplitude comes whether discriminating sensor is coated by grouting material, full to detect grouting material.But it should
Method has the shortcomings that following three:(1) can only qualitative detection, can not to the turgor of grouting material carry out quantitative analysis, after being
The result judgement of phase brings difficulty;(2) damping vibration sensor must be installed in place before grouting construction, and sensor is once embedded to
Sleeve cannot be reused, if to all sleeve whole placement sensors in engineering, the later stage is taken a sample test at random, then
Testing cost is excessively high, and each side is difficult to receive, if arranging a limited number of sensors at random before grouting construction, construction party according to
Sensing station learns test point in advance, will be directed to known test point well construction, finally lose the meaning inspected by random samples at random
Justice, and still buried security risk.(3) in progress when plastering construction, the sensor for stretching out wall part must be cut off,
It is time-consuming and laborious to ensure the planarization of wall.
Publication No. is that the Chinese patent literature of CN105865568A, CN106836657A propose a kind of bar connecting filling
Repair apparatus when starching sleeve non-destructive ration examining device, being in the milk insufficient and method, its essence is simply on grout sleeve
Increase patching material input pipe, patching material output channel, detection liquid input tube road, detection liquid output pipe road total four
Root increases pipeline newly, and when Site Detection then utilizes input liquid volume metrical instrument, output liquid volume measuring instrument and the dress that supplies water
It sets, the volume of liquid will be inputted and the volume of output liquid makes the difference and obtains the liquid volume being trapped in grout sleeve, to sentence
Disconnected sleeve inner grouting material plumpness situation, if grouting is not full, using grouter by patching material input channel to filling
It starches and injects patching material in sleeve, and the detection liquid displacement that will be left in grout sleeve comes out, and needs in the patching material
The outlet of output channel is sampled at times, until patching material output channel stablize discharge patching material density and to
The density of injection patching material quite or when reaching setting density stops repairing in grout sleeve.Above-mentioned apparatus and method seem letter
It is single feasible, it there are in fact following disadvantage and the erroneous judgement of testing result can be caused:(1) itself to grout sleeve, going out
Four holes are added above slurry hole for plugging four pipelines, the number of openings is excessively likely to result in grout sleeve mechanical property
Decline, bring major safety risks.(2) for the prefabricated components manufacturing, the various pipes added on sleeve are excessive, add
Original grout lines and pulp pipeline will have six roots of sensation pipeline simultaneously sleeve portion of the centralized arrangement in prefabricated components, if
It is that then number of tubes will also be double for double sleeve, this, which will undoubtedly vibrate to concreting, brings very big inconvenience, to influence
Production efficiency and component quality.(3) field detecting device is complicated, input liquid volume metrical instrument, output liquid volume metering
The device contexts assembly and adjustment such as instrument and water supply installation is cumbersome and inconvenient to carry.(4) quantitative detecting method is not associated with work
Cheng Shiji, there may be large errors for testing result, be easy to cause erroneous judgement;The above method passes through the liquid that is trapped in grout sleeve
Body volume judges that the turgor of grouting, this partially liq have not crossed slurry outlet and full of the cavity areas and pulp in sleeve
Cavity area in pipeline, since grouting material viscosity is larger, after the completion of grouting, grout outlet blocks tightly, even if the slurry in sleeve
Stream is empty, in the pulp pipeline of horizontal direction still can there are grouting materials, but the final form of grouting material is nothing in pulp pipeline
What method determined, i.e., the volume of the cavity area in pulp pipeline is unknown, and the above method is directly with the liquid being trapped in grout sleeve
Body volume measures the not turgor of grouting, does not consider the volume metering error that remaining grouting material is brought in pulp pipeline,
It easilys lead to judge by accident.(5) instead of selection will not carry out benefit slurry again after detection liquid extraction when mending slurry, will by patching material
Detection liquid displacement is gone out;When the above-mentioned repair apparatus of onsite application and method, patching material output channel stablizes discharge repairing material
The density of material can not be detected fast and accurately, and the lasting benefit slurry of blindness be easy to cause the waste of grouting material, increases cost.
Invention content
The purpose of this utility model is in view of the above technical problems, to provide and peep water flood detection reinforcing bar in one kind and be partly in the milk set
The device of cylinder grouting plumpness, reasonable for structure, easy to operate, accuracy of detection is high, is not necessarily to pre-buried sensor, reusable,
Have the advantages that comprehensive use cost is low.
In order to solve the above-mentioned technical problem, the utility model, which provides, peeps water flood detection half grout sleeve of reinforcing bar in one kind
The device for plumpness of being in the milk, including leading truck, industrial endoscope and injection device;
The leading truck includes work rest blade, and multiple guide rings are provided on two side surfaces of the work rest blade, described to lead
It is set as handheld terminal to ruler one end, the other end is set as inserting end, and turning auxiliary is provided on a side surface of the inserting end
Part;
The injection device includes syringe and water filling hose, the dispensing end connection of the water filling hose and syringe, institute
It states in the guide ring that water filling hose is arranged on the side surface that work rest blade has turning auxiliary member, the water filling hose setting exists
Inserting end side;
The industrial endoscope includes probe pipeline, and the probe pipeline both ends are separately connected endoscope host and endoscope
Probe, the probe pipeline are arranged in the guide ring of another side surface of work rest blade, and the endoscope probe is arranged in inserting end
Side.
Further, the guide ring includes symmetrically arranged first bent plate and the second bent plate, first bent plate and
Two bent plates are fixed on work rest blade, and evacuation gap is provided between first bent plate end and the second bent plate end.
Further, it is provided with scale strip on the work rest blade.
Further, the material of the work rest blade is stainless steel or plastics.
Further, the material of the turning auxiliary member is consistent with work rest blade material, and is made with work rest blade integrated molding.
The beneficial effects of the utility model:
1, field detecting device is light and easy to operate, and detection method is convenient, and common testing staff is after simple training
It can be on duty.
2, the setting of work rest blade and guide ring can make water filling hose and endoscope probe pipeline simultaneously according to predetermined road
Line stretches into sense channel;The setting of turning auxiliary member so that water filling hose can change direction of travel at the desired position, convenient
Water filling and pumping operation.
3, live randomness detection may be implemented in the utility model, and need to only take out the rubber stopper in detection hole can carry out
Detection, without arranging measuring point in advance before grouting construction, virtually increases random checking dynamics, advantageously ensures that reinforcing bar set
The quality of cylinder grouting connection and safety.
4, the case where sleeve inner can directly being reflected using endoscope, qualitative detection turgor, and can shine
It mutually records, photo can be attached on examining report, increase the intuitive of examining report;Water flood is peeped using interior, can be quantified
The turgor for detecting grouting, increase the public trust of examining report with it is authoritative.
Description of the drawings
Fig. 1 is the leading truck schematic diagram of the utility model;
Fig. 2 is the schematic diagram after the installation of the utility model detection device;
Structural schematic diagram when Fig. 3 is the utility model standard grout;
Fig. 4 is schematic diagram when the utility model does not fill slurry;
Schematic diagram when Fig. 5 is the utility model spillage;
Schematic diagram when Fig. 6 is the utility model observation plumpness;
Fig. 7 is schematic diagram when the utility model measures plumpness;
Fig. 8 is the schematic diagram that water filling detects when the utility model does not fill slurry;
The schematic diagram that water filling detects when Fig. 9 is the utility model spillage;
Figure 10 is the operating process schematic diagram of the utility model.
Specific implementation mode
The utility model is described in further detail in the following with reference to the drawings and specific embodiments, so that those skilled in the art
The utility model may be better understood and can be practiced, but illustrated embodiment is not as the restriction to the utility model.
Shown in referring to Figures 1 and 2, water flood detection half grout sleeve of reinforcing bar grouting plumpness is peeped in the utility model
One embodiment of device, including leading truck 1, industrial endoscope 2 and injection device 3;Industrial endoscope includes probe pipeline 11, is visited
Head tube line both ends are separately connected endoscope host 12 and endoscope probe 13, and industrial endoscope is for observing inside half grout sleeve
Grouting situation, with preliminary judgement grouting turgor;Injection device includes syringe 9 and water filling hose 10, water filling hose and note
The dispensing end of emitter connects, and the mode that injection device is capable of used water filling accurately detects the plumpness of grouting;Leading truck can
Support industry endoscope and injection device stretch into half grout sleeve, are conveniently operated, and improve accuracy of detection.
Above-mentioned leading truck includes work rest blade 4, and work rest blade one end is set as handheld terminal 6, and the other end is set as inserting end 7, is led to
It receives and distributes and holds handheld terminal, can easily fill in inserting end in half grout sleeve, be provided on two side surfaces of work rest blade more
A guide ring 5 is provided with turning auxiliary member 8 on a side surface of inserting end, wherein on the side surface with turning auxiliary member
Guide ring for fixing water filling hose, and water filling hose is oriented to, the inserting end of water filling hose can be connected to turning
On auxiliary member, by contradicting, realize that effect is moved in the bending of water filling hose;On a side surface without turning auxiliary member
Guide ring is oriented to for fixed probe pipeline, and to probe pipeline, and the endoscope probe being connect with probe pipeline can be by
Work rest blade is sent into half grout sleeve, so that endoscope probe can half grout sleeve of arbitrary angle changing observation inside feelings
Condition has good supporting point.
Wherein, guide ring can by 14 and second bent plate 15 of symmetrically arranged first bent plate with being combined into, the first bent plate and
Second bent plate is fixed on work rest blade, and evacuation gap 16 is provided between the first bent plate end and the second bent plate end,
So as to reduce the size of leading truck radially, in order in narrow space, industrial endoscope and the equal energy of injection device
Enough pass through, and can be with smooth movement.
It is provided with scale strip on above-mentioned work rest blade, can tentatively judge that probe has goed deep into from scale when stretching into detection
Position, can also judge in detection process sleeve burial place whether deviation.
In order to improve the degree easy to use of work rest blade, the material of work rest blade can be stainless steel, be made with stainless steel thin slice,
Similar to the material of steel tape, by itself having certain flexibility and rigidity cooperation to stretch into, the straight property for reducing sense channel is wanted
It asks, above-mentioned work rest blade material can also be plastics, prepare simply, at low cost.The material and work rest blade material one of turning auxiliary member
It causes, can be integrally formed and be made, reduce and prepare complexity.
In order to provide a kind of preferable detection method, the application is to the Vertical bar connection for levels prefabricated components
Half grout sleeve carries out redesign creation, to coordinate this detection device to use;With reference to shown in Fig. 3, half grout sleeve includes set
Cylinder ontology 17, sleeve body is tubular structure, and the opening at the top of sleeve body is provided with threaded hole 18, and threaded hole and first is in advance
Component vertical reinforcement 19 processed is screwed on, and sleeve body is set on the second prefabricated components vertical reinforcement 20, and sleeve body surface is from upper
Slurry outlet 21 and grout hole 22 are disposed under, slurry outlet connect to form pulp channel with grout outlet 23, grout hole and filling
The slurry connection of pipe 24 forms grouting channel, and detection hole 25 is additionally provided on the sleeve body surface between slurry outlet and threaded hole, is examined
Gaging hole connect to form sense channel with detection pipe 26, can be observed the grouting situation in sleeve body by detection hole,
And grouting plumpness can be measured by detection hole, due to half grout sleeve grout outlet bottom of Vertical bar connection and
There are certain distances for barrel bore top edge, and terminating the part after grout outlet blocks in grouting forms closed cavity, follow-up to be in the milk
Material can not continue into, and ultimately form permanent cavity, and enough operating spaces are left in sleeve inner for detection device;Rubber
Plug includes the first rubber stopper and the second rubber stopper, and the first rubber stopper is arranged in prefabricated components manufacturing process in half grout sleeve
In detection hole, the second rubber stopper is arranged in the grout hole as half grout sleeve of sample indwelling, follow-up in use, effectively
Auxiliary operation;
Also, a kind of standard type after slurry curing is shown in Fig. 3.
Wherein, detection hole connect to form sense channel with detection pipe, and the filling in sleeve body can be observed by detection hole
Situation is starched, and grouting plumpness can be measured by detection hole.The quantity of the detection hole only there are one, quantity and open
If position not only can guarantee the mechanical property of sleeve entirety, but also will not make troubles the manufacturing process of prefabricated components, set is not increased
The production cost of cylinder and the cost of manufacture of prefabricated components, are a kind of accessories that can be widelyd popularize and use.
With reference to shown in Fig. 4, when worker lacks a sense of responsibility, there is the problems such as construction is lazy, grouting does not complete just to be stopped in advance
When operation, slurry exists only in the sleeve body of grout hole and slurry outlet bottom part down, and slurry face height A can not reach pulp
Slurry is also not present in hole bottom margin, pulp channel, is a kind of insatiable hunger full irrigation slurry, existing defects.
Referring to Figure 5, it is fluidised form at grouting construction initial stage because of slurry, when the first prefabricated components and the second prefabricated components
Between horizontal joint (sit pulp layer) when not carrying out peripheral seal work, there are spillage risks for slurry, when slurry spillage, sleeve
Intrinsic slurry top surface can sink, and slurry face height A can not reach slurry outlet bottom margin, form another insatiable hunger full irrigation
Slurry, existing defects risk.
Terminate and be detected after curing specifically, this method is the half grout sleeve grouting being preset in prefabricated components,
It is the flow diagram of the application, steps are as follows for specific detection method referring to Fig.1 shown in 0:
First the rubber stopper in detection hole is taken out, then probe pipeline is caught in corresponding guide ring, holds work rest blade
And stretch into work rest blade from sense channel, so that endoscope probe is entered inside sleeve body, as shown in fig. 6, work rest blade can be with water
Horizontal enters, and pipeline of popping one's head at this time is located in the guide ring of the lower section under work rest blade horizontality, when endoscope probe angle changing
Unobstructed, range of observation is without dead angle, by the control to endoscope probe, inside the sleeve body that observation endoscope probe is shot
The picture of grouting situation, shooting can be used as subsequent detection unit and carry out result evaluation as the image observed in real time
Foundation, photo is attached on examining report, the intuitive and authenticity of examining report are increased;When operating at this time, work as endoscope
Probe is located in the case that Partial angle can not check, can rotate work rest blade, coordinate endoscope probe, reach the spy at no dead angle
Depending on improving the public trust of detection;When slurry face height is more than or equal to the height of slurry outlet bottom, as full grouting,
Grouting plumpness is determined as qualification;When slurry face height is less than the height of slurry outlet bottom, as insatiable hunger full irrigation is starched, and needs to continue
Grouting plumpness is carried out quantitatively to detect;
When being starched for insatiable hunger full irrigation, first work rest blade is extracted out, then water filling hose is caught in corresponding guide ring, then
Work rest blade is held again and stretches into work rest blade in sleeve body from sense channel, and water filling hose is pushed, by water filling hose
It is connected to turning auxiliary member inner surface so that the bending of water filling hose end turns to, as shown in fig. 7, work rest blade is along width side at this time
Into vertical display insertion sleeve ontology, the water injection end for the water filling hose that can turn to bending is directly against inside sleeve body
Lower section, when avoiding water filling, liquid adhesive reduces accuracy of detection on the positions such as work rest blade or industrial endoscope;It is pressed when use
Syringe makes in liquid injection sleeve body, checks liquid height by industrial endoscope, with reference to shown in Fig. 8 and Fig. 9, work as liquid
When body reaches the height of slurry outlet bottom, stop pressing, and by capacity after being injected in calibration record syringe, initial capacity with
The difference of capacity is the water injection rate of syringe after injection, as filling defect capacity, the standard grout amount of half grout sleeve with fill out
The difference for filling defect capacity is practical grouting quantity, and the ratio between practical grouting quantity and the standard grout amount of half grout sleeve are practical fill
Starch plumpness;Above-mentioned detection method is observed the progress of water filling by industrial endoscope, is finally filled to when carrying out water filling detection
Until slurry outlet bottom, so as to avoid the error that the uncertainty that pulp pipeline inner cavity body accumulates is brought, and pass through guiding
Ruler can stretch into water filling hose and industrial endoscope in sleeve body simultaneously, to reach more accurately detection result.
Practical grouting plumpness is compared with grouting plumpness Con trolling index, is filled if practical grouting plumpness is more than or equal to
Plumpness Con trolling index is starched, then is still determined as qualification, if practical grouting plumpness is less than grouting plumpness Con trolling index, is judged
It is unqualified;
In order to be more accurate obtain detection data, calculate be in the milk plumpness before, it is also necessary to the advanced quasi- grouting quantity of rower
Calibration, takes half grout sleeve sample, rubber stopper is filled in grout hole, then double of grout sleeve sample sealed bottom, connects
Double of grout sleeve sample interior water filling, when reaching the height of slurry outlet bottom, measures half grout sleeve sample interior water
Amount, obtains sleeve sample capacity, and sleeve sample capacity, which is subtracted the second prefabricated components vertical reinforcement, to be stretched into sleeve body and position
In grout outlet bottom level with the volume of lower part to get to standard grout amount;
Wherein, the half grout sleeve model used in half grout sleeve sample and prefabricated components is consistent, with ensure to compare
Accuracy;In water filling, double of the grout sleeve sample interior water filling of syringe and water filling hose may be used, carved by syringe
Degree obtains sleeve sample capacity, simple and convenient, can be quickly obtained capacity data at the scene.
Above-mentioned measurement can pass through plumpness after obtaining practical grouting plumpness compared with grouting plumpness Con trolling index
Calculating compare the appearance that can avoid erroneous judgement situation, increase the public trust of examining report with it is authoritative;
The detection of live randomness may be implemented in above-mentioned detection method, and need to only take out the rubber stopper in detection hole can be into
Row detection, without arranging measuring point in advance before grouting construction, virtually increases random checking dynamics, and there is no because in advance
The problem of arranging measuring point and construction party is caused to ignore grouting quality except measuring point (grouting quality except measuring point can not detect), has
Conducive to the quality and safety for ensureing reinforced bar sleeve grouting connection.
And in order to ensure the durability subsequently used, promotion water filling hose makes it be moved in guide ring, and water filling is soft
Tube end stretches into the liquid in sleeve body, then pull syringe, and liquid is extracted out, defect cavity is restored, by work rest blade
Detection is completed in extraction, is avoided the liquid holdup of injection to sleeve body and and is stretched into the second prefabricated structure in sleeve body
Part vertical reinforcement causes quality to influence.
In one embodiment, water filling hose can be simultaneously caught in probe pipeline in corresponding guide ring, with can be simultaneously
Water filling hose and probe pipeline are filled in when plumpness is in the milk in judgement in half grout sleeve, when being determined as insatiable hunger full irrigation slurry, then
Can not extract out work rest blade can directly carry out grouting plumpness quantitatively detect.
In one embodiment, it after water filling hose is caught in corresponding guide ring, first passes through syringe and extracts detection liquid, so
Water filling hose is connected on the dispensing end of syringe afterwards, and presses syringe, the liquid in syringe is made to enter water filling hose
It is interior, when water filling hose end is discharged, stops pressing, by initial capacity in calibration record syringe, will be oriented to after record
Ruler is stretched into from sense channel in sleeve body, this operation can avoid the vacant generation for leading to water filling error in water filling hose, carry
High measurement accuracy.
Above example is only the preferred embodiment lifted to absolutely prove the utility model, the guarantor of the utility model
It is without being limited thereto to protect range.Those skilled in the art on the basis of the utility model made by equivalent substitute or transformation,
It is within the protection scope of the utility model.The scope of protection of the utility model is subject to claims.
Claims (5)
1. it is a kind of in peep water flood detection half grout sleeve of reinforcing bar grouting plumpness device, which is characterized in that including leading truck,
Industrial endoscope and injection device;
The leading truck includes work rest blade, and multiple guide rings, the work rest blade are provided on two side surfaces of the work rest blade
One end is set as handheld terminal, and the other end is set as inserting end, turning auxiliary member is provided on a side surface of the inserting end;
The injection device includes syringe and water filling hose, the dispensing end connection of the water filling hose and syringe, the note
Water hose is arranged in the guide ring on the side surface that work rest blade has turning auxiliary member, and the water filling hose setting is being stretched into
Hold side;
The industrial endoscope includes probe pipeline, and the probe pipeline both ends are separately connected endoscope host and endoscope is visited
Head, the probe pipeline are arranged in the guide ring of another side surface of work rest blade, and the endoscope probe is arranged in inserting end one
Side.
2. peeping the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness in as described in claim 1, feature exists
In the guide ring includes symmetrically arranged first bent plate and the second bent plate, and first bent plate and the fixation of the second bent plate are set
It sets on work rest blade, evacuation gap is provided between first bent plate end and the second bent plate end.
3. peeping the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness in as described in claim 1, feature exists
In being provided with scale strip on the work rest blade.
4. peeping the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness in as described in claim 1, feature exists
In the material of the work rest blade is stainless steel or plastics.
5. peeping the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness in as described in claim 1, feature exists
In the material of the turning auxiliary member is consistent with work rest blade material, and is made with work rest blade integrated molding.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820167035.8U CN207866729U (en) | 2018-01-31 | 2018-01-31 | Inside peep the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820167035.8U CN207866729U (en) | 2018-01-31 | 2018-01-31 | Inside peep the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207866729U true CN207866729U (en) | 2018-09-14 |
Family
ID=63460352
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820167035.8U Expired - Fee Related CN207866729U (en) | 2018-01-31 | 2018-01-31 | Inside peep the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207866729U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108152297A (en) * | 2018-01-31 | 2018-06-12 | 昆山市建设工程质量检测中心 | Inside peep the device and method of water flood detection reinforcing bar half grout sleeve grouting plumpness |
CN109211909A (en) * | 2018-11-12 | 2019-01-15 | 上海市建筑科学研究院 | A kind of detection method of the sleeve grouting plumpness based on drill core pore-forming |
CN115436289A (en) * | 2022-09-21 | 2022-12-06 | 中建三局科创产业发展有限公司 | Sleeve grouting fullness detection system and detection method |
-
2018
- 2018-01-31 CN CN201820167035.8U patent/CN207866729U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108152297A (en) * | 2018-01-31 | 2018-06-12 | 昆山市建设工程质量检测中心 | Inside peep the device and method of water flood detection reinforcing bar half grout sleeve grouting plumpness |
CN108152297B (en) * | 2018-01-31 | 2019-10-22 | 昆山市建设工程质量检测中心 | Inside peep the method for water flood detection half grout sleeve of reinforcing bar grouting plumpness |
CN109211909A (en) * | 2018-11-12 | 2019-01-15 | 上海市建筑科学研究院 | A kind of detection method of the sleeve grouting plumpness based on drill core pore-forming |
CN109211909B (en) * | 2018-11-12 | 2021-01-22 | 上海市建筑科学研究院 | Sleeve grouting fullness detection method based on core drilling pore-forming |
CN115436289A (en) * | 2022-09-21 | 2022-12-06 | 中建三局科创产业发展有限公司 | Sleeve grouting fullness detection system and detection method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108152297B (en) | Inside peep the method for water flood detection half grout sleeve of reinforcing bar grouting plumpness | |
CN108331260B (en) | Half grout sleeve grouting plumpness detection method with detection hole | |
CN108277926B (en) | Slurry anchor connection part grouting plumpness detection method with detection hole | |
CN207863311U (en) | Half grout sleeve with detection hole | |
CN207866729U (en) | Inside peep the device of water flood detection half grout sleeve of reinforcing bar grouting plumpness | |
CN108061592B (en) | A method of for half grout sleeve standard grout amount of quick field calibration reinforcing bar | |
CN201130143Y (en) | Porous medium material permeability coefficient determinator | |
CN102620998B (en) | Device and method for pressure test and drainage tests for waved pipeline | |
CN108519306B (en) | Detection apparatus for closely knit degree of grout in grout sleeve | |
CN106290107B (en) | The coarse intersection crack permeation flow tester of one kind and method | |
CN109856143A (en) | A method of detection prefabricated concrete structure sleeve grouting quality | |
CN103616313B (en) | A kind of gas density On-line Measuring Method | |
CN206161492U (en) | Can realize becoming penetrant unit of water pressure effect | |
CN112014548A (en) | Slurry filling fullness detection device and method in mechanical sleeve grouting construction stage | |
CN111983201A (en) | Electromagnetic type sleeve grouting construction stage slurry filling plumpness detection device and method | |
CN210032352U (en) | Steel bar sleeve with grouting quality monitoring device | |
CN104535421B (en) | Detecting instrument and method for performance of cross-linked polymer gel | |
CN108801369A (en) | A kind of rainfall runoff flow measurement device | |
CN110455678A (en) | A kind of packaged type bridges pier stud node Grouted density detection method | |
CN202393687U (en) | Device for testing pipeline resistance coefficient of water supply pipe network | |
CN207863312U (en) | Slurry anchor connection part with detection hole | |
CN107807048A (en) | A kind of experimental rig and method of radial direction pressure measure asphalt tensile strength | |
CN114165244B (en) | Shield synchronous double-liquid grouting process field verification test method | |
CN206460020U (en) | A kind of device for detecting prestressed component pore squeezing quality | |
CN115897491A (en) | Embedded pipe earth-rock dam diaphragm wall structure and defect detection and repair method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180914 Termination date: 20220131 |
|
CF01 | Termination of patent right due to non-payment of annual fee |