CN208347139U - A kind of sleeve grouting visual detection instrument of plumpness - Google Patents

A kind of sleeve grouting visual detection instrument of plumpness Download PDF

Info

Publication number
CN208347139U
CN208347139U CN201820852541.0U CN201820852541U CN208347139U CN 208347139 U CN208347139 U CN 208347139U CN 201820852541 U CN201820852541 U CN 201820852541U CN 208347139 U CN208347139 U CN 208347139U
Authority
CN
China
Prior art keywords
sleeve
lucite pipe
type
plumpness
grouting
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
CN201820852541.0U
Other languages
Chinese (zh)
Inventor
曹京源
欧阳伟
陈永强
黄泽
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.)
GUANGZHOU ARCHITETURAL ENGINEERING DESIGN INSTITUTE
Original Assignee
GUANGZHOU ARCHITETURAL ENGINEERING DESIGN INSTITUTE
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 GUANGZHOU ARCHITETURAL ENGINEERING DESIGN INSTITUTE filed Critical GUANGZHOU ARCHITETURAL ENGINEERING DESIGN INSTITUTE
Priority to CN201820852541.0U priority Critical patent/CN208347139U/en
Application granted granted Critical
Publication of CN208347139U publication Critical patent/CN208347139U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The utility model relates to a kind of sleeve grouting visual detection instruments of plumpness, belong to building engineering construction quality control and inspection tool.The utility model discloses lower cartridges grouting mouth, upper cartridge has horizontally disposed grout outlet, the L-type lucite pipe of graduation mark is vertically connected on grout outlet, the top nozzle of L-type lucite pipe has pipe lid, and the tip height of L-type lucite pipe is higher than the tip height of sleeve.The utility model has the advantages that tool construction is simple, but it can effectively solve the problem of being easy to appear cavity and gas inside prior art middle sleeve grouting after sleeve, make also fill up slurries in the sleeve volume of slurry outlet up, it can be used for mending slurry into the slurries in lucite pipe, it dexterously simplifies very much and mends slurry process, the variable quantity that can intuitively measure slurries by the scale on plastic tube simultaneously, improves concrete member steel bar quality of connection, improves work efficiency.

Description

A kind of sleeve grouting visual detection instrument of plumpness
Technical field
The utility model relates to a kind of building engineering construction quality testing tool, specifically a kind of sleeve grouting is full Spend visual detection instrument.
Background technique
Currently, the main type of attachment of prefabricated assembled concrete structure is reinforced bar sleeve grouting connection, reinforced bar sleeve grouting It is complicated to connect internal structure, and belongs to concealed work, the control of live sleeve grouting plumpness rely primarily on construction personnel's quality, Engineering method and field management are set to guarantee, but partial sleeves grouting connection is still difficult to avoid that there are problems, major embodiments : processing factory's construction precision is not good enough, grout hole and slurry outlet control measure deficiency lead to blocking, site operation personnel's technology shortcoming Etc..Slurries insatiable hunger completely will result directly in steel bar stress and can not effectively connect in sleeve, so that difficult reach equally cast-in-place knot Structure performance, there are security risks.Assembled field mainly has super for the method for sleeve grouting quality of connection detection technique at present Sonic method, Impact echo, Ground Penetrating Radar method, laser ultrasonic detection method, instantaneous impulsion method, infrared thermography etc..Due to steel Muscle sleeve grouting connecting structure is complicated, is related to concrete, connection reinforcing bar, sleeve grouting material, and above method cannot in practice High-efficient simple detects the slurries plumpness of sleeve grouting reinforcement connection.Due to lacking reliable detection method, it is mixed to be related to assembly Measure in the technical standard of Xtah Crude Clay structure inspection of quality without sleeve grouting plumpness detection.Simultaneously as reinforced bar sleeve Grouting connection lacks effective detection technique and reliable technical measures, also just can not construction quality effectively be managed and be controlled System.In view of this, it is really necessary to invent a kind of sleeve grouting visual detection instrument of plumpness, to overcome drawbacks described above.
Summary of the invention
The purpose of the utility model is to provide a kind of sleeve grouting visual detection instruments of plumpness, i.e., are covering before grouting Cylinder grout outlet installs lucite pipe, by observing the mobility status and plumpness situation of slurries in plastic tube after slip casing by pressure, The plumpness of slurries in reverser sleeve, the tool construction is simple, but can effectively solve in prior art middle sleeve grouting after sleeve Portion is easy to appear the problem of cavity and gas, makes also fill up slurries in the sleeve volume of slurry outlet up, into transparent plastic Slurries in pipe can be used for mending slurry, dexterously simplify very much slurry process of mending, while can be intuitive by the scale energy on plastic tube The variable quantity for measuring slurries improves concrete member steel bar quality of connection, improves work efficiency.
In order to realize the above goal of the invention, the utility model uses following technical scheme:
Including the reinforcing bar in sleeve and sleeve, lower cartridge has grouting mouth, and upper cartridge has horizontally disposed grout outlet, out It is vertically connected with L-type lucite pipe on slurry mouth, the top nozzle of L-type lucite pipe has pipe lid, the top of L-type lucite pipe End height is higher than the tip height of sleeve.
Volume markings are provided on the tube wall of L-type lucite pipe, facilitates grasp grouting, mend slurry amount.
Grout outlet and L-type lucite pipe are connected through a screw thread, and the reach of grout outlet is longer than L-type lucite pipe Reach, it is therefore an objective to be fixedly connected through threads in a rotating L-type lucite pipe can to keeping direction upward and vertically.Pulp Mouth and L-type lucite pipe can also be connected by a snap.
The advantages of the utility model, has:
1, the top liquid level of L-type lucite pipe is higher than the tip height of sleeve, so that outside sleeve inner and atmosphere There are certain liquid level height differences in portion, and then generate pressure difference, after stopping slip casting, when the lower part grouting region in sleeve is poured When not tight, the grouting material mixture in sleeve can flow into that seam connection is intracavitary, and the grouting material height in sleeve is caused to decline, this When, the grouting material in L-type lucite pipe will pour into sleeve automatically to be supplemented, to not influence pour mass in sleeve Structural behaviour.Slurries inside L-type lucite pipe can be good at mending slurry, avoid artificial secondary work bring workload With the tidiness of live component.
2, L-type lucite pipe also ensures that the grouting of sleeve headspace is full, and graduated L-type lucite pipe can be with It shows the variable quantity of slurries, the grouting quality in real-time monitoring sleeve, and data reflection slurries plumpness can be provided.
3, L-type lucite pipe can be recycled, economical environment-protective, and neat and tidy is easy to use.
Detailed description of the invention
Fig. 1 is the organigram of the utility model embodiment 1.
Fig. 2 is the another organigram (lucite pipe is in discrete state with sleeve) of the utility model embodiment 1.
Fig. 3 is the organigram of the utility model embodiment 2.
Fig. 4 is the enlarged diagram in Fig. 3 at A.
Specific embodiment
Embodiment 1
According to Fig. 1,2, the present embodiment includes reinforced bar sleeve 1, sleeve 1 be it is hollow, upper and lower ends are respectively perpendicular interspersed There is a reinforcing bar 2,1 upper end closed of sleeve, regular distribution there are horizontal projections 10 on the inner wall of sleeve 1, and the lower part of sleeve 1 is provided with grouting Mouth 3, top are provided with grout outlet 4, and grouting mouth 3 and grout outlet 4 can be set in the same side, the internal screw thread 8 and L-type of grout outlet 4 External screw thread 9 on lucite pipe 5, which matches, to be used, and the reach of internal screw thread 8 is longer than the length of external screw thread 9, L-type transparent plastic The external screw thread 9 of pipe 5 and the internal screw thread 8 of grout outlet 4 be screwed on to L-type lucite pipe 5 nozzle vertically upward, L-type transparent plastic Scale 6 is provided on the tube wall of pipe 5, top nozzle is equipped with mouthpiece cover 7, and the tip height of L-type lucite pipe 5 is higher than sleeve 1 tip height.
The filling process of the present embodiment is as follows:
Step 1, be screwed at the grout outlet 4 of sleeve 1 L-type lucite pipe 5 to L-type lucite pipe 5 nozzle it is vertical Upward, it is high to be higher than 1 top mark of sleeve for the liquid level of nozzle;
Step 2, it is in the milk from the grouting mouth 3 of sleeve 1;
Step 3, it when slip casting enters L-type lucite pipe 5 but has not exceeded graduation mark highest order, is covered with mouthpiece cover 7 Firmly nozzle when the lucite pipe 5 at all 1 grout outlets 4 of sleeve covers mouthpiece cover 7, stops slip casting, checks the transparent modeling of L-type Slurries plumpness in expects pipe 5, and benefit slurry is carried out using slurries in pipe;
Step 4, in timing L-type lucite pipe 5 slurries stability, and make a record.
Step 5, after slurries reach initial set, L-type lucite pipe 5 is screwed out, is cleared up inside L-type lucite pipe 5, to next time It uses.
Embodiment 2
According to Fig. 3, Fig. 4, the present embodiment the difference from embodiment 1 is that: L-type lucite pipe 5 is with grout outlet 4 Fixed by snap, the nozzle of grout outlet 4 is slightly narrower than L-type lucite pipe 5, there is a circle convex ridge 11, L on the outer wall of grout outlet 4 The interface tube wall Shang Youyiquan spine 12 of type lucite pipe 5, convex ridge 11 and spine 12 just cooperate fixation.
The thinking and technical idea of the utility model is discussed in detail in above embodiments;Meanwhile for this field Those skilled in the art can change, this theory in specific embodiments and applications according to the principles of the present invention Bright book content should not be construed as limitations of the present invention.

Claims (4)

  1. A kind of visual detection instrument of plumpness 1. sleeve is in the milk, including the reinforcing bar in sleeve and sleeve, it is characterised in that: set Grouting mouth is arranged at cylinder lower part, and upper cartridge has horizontally disposed grout outlet, L-type lucite pipe, L-type are vertically connected on grout outlet The top nozzle of lucite pipe has mouthpiece cover, and the tip height of L-type lucite pipe is higher than the tip height of sleeve.
  2. The visual detection instrument of plumpness 2. a kind of sleeve according to claim 1 is in the milk, it is characterised in that: L-type is saturating Volume markings are provided on the tube wall of bright plastic tube.
  3. The visual detection instrument of plumpness 3. a kind of sleeve according to claim 1 is in the milk, it is characterised in that: grout outlet It is connected through a screw thread with L-type lucite pipe, the reach of grout outlet is longer than the reach of L-type lucite pipe.
  4. The visual detection instrument of plumpness 4. a kind of sleeve according to claim 1 is in the milk, it is characterised in that: grout outlet It is connected by a snap with L-type lucite pipe.
CN201820852541.0U 2018-06-04 2018-06-04 A kind of sleeve grouting visual detection instrument of plumpness Expired - Fee Related CN208347139U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820852541.0U CN208347139U (en) 2018-06-04 2018-06-04 A kind of sleeve grouting visual detection instrument of plumpness

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820852541.0U CN208347139U (en) 2018-06-04 2018-06-04 A kind of sleeve grouting visual detection instrument of plumpness

Publications (1)

Publication Number Publication Date
CN208347139U true CN208347139U (en) 2019-01-08

Family

ID=64891907

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820852541.0U Expired - Fee Related CN208347139U (en) 2018-06-04 2018-06-04 A kind of sleeve grouting visual detection instrument of plumpness

Country Status (1)

Country Link
CN (1) CN208347139U (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110056191A (en) * 2019-05-31 2019-07-26 中冶建工集团有限公司 It automates grout sleeve and mends sizing device
CN110424635A (en) * 2019-07-29 2019-11-08 上海建工二建集团有限公司 Grouting sleeve and construction method thereof
CN110823312A (en) * 2019-10-17 2020-02-21 王杰 Method for monitoring wall grouting saturation
CN110847610A (en) * 2019-11-09 2020-02-28 上海建工五建集团有限公司 Vertical steel bar sleeve grouting auxiliary device and method
CN110907630A (en) * 2019-10-24 2020-03-24 中建科技有限公司 Sleeve grouting fullness detection device and application method thereof
WO2020135099A1 (en) * 2018-12-28 2020-07-02 杨旭辉 Sleeve grouting fullness monitor
CN113089488A (en) * 2021-03-26 2021-07-09 中交路桥建设有限公司 Method for effectively plugging grouting holes
CN113123530A (en) * 2020-01-16 2021-07-16 夏正军 Tracking monitoring and intelligent control method for sleeve combined grouting
CN113123529A (en) * 2020-01-16 2021-07-16 夏正军 Tracking monitoring and intelligent control system for sleeve combined grouting
CN114150873A (en) * 2021-11-18 2022-03-08 东南大学 Grouting device and grouting method for sleeve grouting
CN115075563A (en) * 2022-06-01 2022-09-20 昆山市建设工程质量检测中心 Sleeve slurry-replenishing anti-backflow control method based on visual monitoring along slurry outlet pore passage

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020135099A1 (en) * 2018-12-28 2020-07-02 杨旭辉 Sleeve grouting fullness monitor
CN110056191B (en) * 2019-05-31 2023-05-09 中冶建工集团有限公司 Automatic grouting sleeve slurry supplementing device
CN110056191A (en) * 2019-05-31 2019-07-26 中冶建工集团有限公司 It automates grout sleeve and mends sizing device
CN110424635A (en) * 2019-07-29 2019-11-08 上海建工二建集团有限公司 Grouting sleeve and construction method thereof
CN110823312A (en) * 2019-10-17 2020-02-21 王杰 Method for monitoring wall grouting saturation
CN110823312B (en) * 2019-10-17 2021-03-02 王杰 Method for monitoring wall grouting saturation
CN110907630B (en) * 2019-10-24 2022-06-03 中建科技有限公司 Sleeve grouting fullness detection device and application method thereof
CN110907630A (en) * 2019-10-24 2020-03-24 中建科技有限公司 Sleeve grouting fullness detection device and application method thereof
CN110847610A (en) * 2019-11-09 2020-02-28 上海建工五建集团有限公司 Vertical steel bar sleeve grouting auxiliary device and method
CN113123530A (en) * 2020-01-16 2021-07-16 夏正军 Tracking monitoring and intelligent control method for sleeve combined grouting
CN113123529A (en) * 2020-01-16 2021-07-16 夏正军 Tracking monitoring and intelligent control system for sleeve combined grouting
CN113123529B (en) * 2020-01-16 2022-12-16 夏正军 Tracking monitoring and intelligent control system for sleeve combined grouting
CN113123530B (en) * 2020-01-16 2022-12-16 夏正军 Tracking monitoring and intelligent control method for sleeve combined grouting
CN113089488A (en) * 2021-03-26 2021-07-09 中交路桥建设有限公司 Method for effectively plugging grouting holes
CN114150873A (en) * 2021-11-18 2022-03-08 东南大学 Grouting device and grouting method for sleeve grouting
CN115075563A (en) * 2022-06-01 2022-09-20 昆山市建设工程质量检测中心 Sleeve slurry-replenishing anti-backflow control method based on visual monitoring along slurry outlet pore passage
CN115075563B (en) * 2022-06-01 2023-09-26 昆山市建设工程质量检测中心 Sleeve slurry supplementing and back flushing preventing control method based on visual monitoring along slurry outlet pore canal

Similar Documents

Publication Publication Date Title
CN208347139U (en) A kind of sleeve grouting visual detection instrument of plumpness
CN107478512B (en) A kind of detection device and detection method of sleeve grouting quality
CN108331260B (en) Half grout sleeve grouting plumpness detection method with detection hole
CN108333109B (en) Concrete structure internal crack monitoring device and method
CN203929586U (en) A kind of soil infiltration automatic water supplement and measurement mechanism
CN102359111B (en) Underwater concrete pouring elevation control device and use method thereof
CN108061592B (en) A method of for half grout sleeve standard grout amount of quick field calibration reinforcing bar
CN201770981U (en) Tube-side injection grouting apparatus for simultaneous drilling pipe pile
CN203755168U (en) Double-circulation type automatic pulping and grouting system
CN104652816B (en) A kind of microcomputer-recognized intelligent mud jacking system and operational approach thereof
CN208255027U (en) A kind of sleeve grouting plumpness detection device based on pre-buried steel wire hubbing
CN207863311U (en) Half grout sleeve with detection hole
CN109738330A (en) Prestressed concrete beam corrugated conduit mud jacking density monitoring device and method
CN107630478A (en) The simulation test device and method of the native anchor combination supporting system mechanism of action of stake
CN104695426A (en) Gas lift method based secondary hole cleaning construction process for overlength pile foundations
CN110455678A (en) A kind of packaged type bridges pier stud node Grouted density detection method
CN213174823U (en) Grouting and slurry supplementing device for steel bar sleeve
CN109162280A (en) A kind of underwater gliders absolute altitude automation control method
CN103808644B (en) Rockmass Permeabuity Coefficient in-situ measurement device and acquisition control system thereof
CN202433000U (en) Underwater concrete pouring lifting height tester
CN207177782U (en) A kind of device of automatic measurement horizontal directional drill mud property
CN209356500U (en) Slump cylinder
CN203847106U (en) Intelligent offshore oil well sampler
CN208950065U (en) A kind of pulp noodle detection of grout sleeve and the assembly node for mending sizing device and prefabricated component
CN105091854A (en) Novel automatic water pipe type settlement meter measuring device

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: 20190108

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