CN207597392U - Monitor the superfilled device of concreting - Google Patents
Monitor the superfilled device of concreting Download PDFInfo
- Publication number
- CN207597392U CN207597392U CN201721415234.8U CN201721415234U CN207597392U CN 207597392 U CN207597392 U CN 207597392U CN 201721415234 U CN201721415234 U CN 201721415234U CN 207597392 U CN207597392 U CN 207597392U
- Authority
- CN
- China
- Prior art keywords
- sampling container
- superfilled
- concreting
- push
- pull 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.)
- Expired - Fee Related
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Abstract
A kind of to monitor the superfilled device of concreting, sampling container, cover board, guide sleeve and push-pull rod are made of sheet metal or thin-wall steel tube.Slurries at designed elevation are sampled by the keying for controlling sampling container.It is bonded at the top of sampling container with the plastic pad of cover board, ensures that sampling container is fully sealed when extracting sample, ensure that sampling is accurate；Bottom is designed as rectangular pyramid, facilitates insertion and extraction of the device in slurries.Pole length and deep equality at the sampling absolute altitude to be controlled are pushed and pulled, makes sample position accurate, down-samples error.The superfilled device flexible and convenient operation of the utility model monitoring concreting, the sampling being applicable at diaphram wall or stand column pile cast-in-place concrete absolute altitude.It is time saving and energy saving using the more traditional hose touching method of the superfilled device of this monitoring concreting, both concrete of having kept under strict control is superfilled, in turn ensures concrete pouring quality, more be the reduction of it is superfilled it is excessive caused by broken pile workload, construction speed is accelerated, reduces construction cost.
Description
Technical field
The utility model is related to a kind of tooling for monitoring concreting amount, more particularly to a kind of monitoring concreting
Superfilled device.
Background technology
Diaphram wall either column pile driving construction when due to the concrete on top at diaphram wall or stand column pile absolute altitude
Liquid level is in underground deep place, and there are slurry coat method and impurity in concrete top, it is easy to wall body or stand column pile occurs
The quality problems of design requirement are highly not achieved in filling concrete.Occur above-mentioned quality problems in order to prevent, apply man-hour requirement pair
The concrete poured at absolute altitude carries out superfilled processing.But the filling concrete height at diaphram wall or stand column pile absolute altitude
It can not directly be monitored with pouring quality, monitoring filling concrete height and pouring quality must complete by certain tool.It passes
System touches method to the superfilled height of concrete at diaphram wall or stand column pile absolute altitude and the monitoring method of pouring quality for hose.
Hose touch method by the sense of touch of constructor's hand to it is superfilled at concrete absolute altitude whether and concrete pouring quality carry out judgement ten
Divide inaccurate, the quality of concreting at absolute altitude（Whether there are mud and impurity herein）It is even more invisible to can not touch, at all
It can not judge.To prevent that this phenomenon occurs at absolute altitude, ensure concrete pouring quality, the concrete meeting blindness often poured surpasses
It fills, concrete is caused to waste.Concrete is superfilled excessive, can also increase later stage pile crown and abolish difficulty, and pile crown is made to abolish construction more
It is time-consuming and laborious.
Utility model content
The purpose of this utility model is to solve that traditional hose touching method is superfilled to concrete at absolute altitude and pouring quality prison
The shortcomings that not detecting, providing a kind of can carry out the concrete liquid level poured at diaphram wall or stand column pile designed elevation
Accurate sampling, according to sampling slurries judge at this concrete it is superfilled whether up to standard and pouring quality, reach control diaphram wall
Or the superfilled value of stand column pile is in design height, prevent blindly it is superfilled and it is superfilled it is excessive cause increase broken pile task difficulty prison
Survey the superfilled device of concreting.
What the purpose of this utility model was that by.The superfilled device of the utility model monitoring concreting includes one
A control crank, it is characterised in that:A push-pull rod, the upper weld of push-pull rod one are welded in the middle part of control crank vertically downward
A top is welded into the sampling container of opening, one guiding of external socket of the push-pull rod in positioning pin, the bottom end of push-pull rod
Set, to having a guide groove, the top of the guide sleeve guide groove level that is connected sets that there are one position for the upper vertical of guide sleeve
A capping is welded in moving-limit groove, the bottom end of guide sleeve centered on guide sleeve, the positioning pin and guide groove into the pair that is slidably matched,
Positioning pin and positioning moving-limit groove form stop location fit pair, and the sampling container into closing or opens matching pair with capping.
The superfilled device of the utility model monitoring concreting, wherein the length of the push-pull rod is design sample absolute altitude
The depth at place.
The superfilled device of the utility model monitoring concreting, wherein the push-pull rod has in guide sleeve, there are one upper
Lower slider track, the sampling container are servo-actuated with push-pull rod, and the sampling container detaches opening with capping and is perfused for sampling container
Slurry samples state, sampling container is closed to obturage with capping extracts slurry samples state for sampling container.
The superfilled device of the utility model monitoring concreting, wherein the bottom surface of the capping is equipped with plastic pad, it is described
Plastic pad is bonded composition sealing matching pair with sampling container.
The superfilled device of the utility model monitoring concreting, wherein the bottom end of the sampling container is into rectangular pyramid.
The superfilled device difference from prior art of the utility model monitoring concreting is that the utility model is supervised
It is simple and practical to survey the superfilled apparatus structure of concreting.Sampling container, cover board, guide sleeve and push-pull rod in device by
Sheet metal or thin-wall steel tube are made.By pushing away, drawing push-pull rod to control unlatching and the closure of sampling container, in corresponding control design case mark
Eminence carries out cast-in-place casting concrete slurries sampling.Container bottom is designed as rectangular pyramid, facilitates monitoring concreting superfilled
Insertion and extraction of the device in slurries.It is bonded at the top of sampling container with the plastic pad of cover board, ensures that sampling container is extracting
It is fully sealed during sample, ensures that sampling is accurate.In the utility model at the shaft length of push-pull rod and the sampling absolute altitude to be controlled
Deep equality makes sample position accurate, down-samples error.The device that the monitoring concreting of the utility model is superfilled operates
Flexibly and easily, the sampling being applicable at all diaphram walls or stand column pile cast-in-place concrete absolute altitude.Use this monitoring concrete
Pour that superfilled device more traditional hose touching method is time saving and energy saving, and concrete of both having kept under strict control is superfilled, in turn ensures concreting
Quality, be more the reduction of it is superfilled it is excessive caused by broken pile workload, accelerate construction speed, reduce construction cost.
The superfilled device of monitoring concreting of the utility model is described further below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is to monitor the sampling container of the superfilled device of concreting with cover board in the structural representation under closed state
Figure.
Fig. 2 is the sampling container and the structural representation under the open-shaped state of cover board for monitoring the superfilled device of concreting
Figure.
Specific embodiment
As shown in Figure 1 and Figure 2, the superfilled device of the utility model monitoring concreting includes a control crank 1.This
In the superfilled device of utility model monitoring concreting, a push-pull rod 2 is welded at 1 middle part of control crank vertically downward.Push-and-pull
A top is welded into the sampling container 7 of opening in one positioning pin 3 of upper weld of bar 2, the bottom end of push-pull rod 2.Push-pull rod 2
One guide sleeve 4 of outside socket.The upper vertical of guide sleeve 4 is to having a guide groove 4-2；The top of guide sleeve 4 is connected
Guide groove 4-2 levels position moving-limit groove 4-1 there are one setting.A capping 5 is welded centered on guide sleeve 4 in the bottom end of guide sleeve 4.
In the utility model, positioning pin 3 and guide groove 4-2 into the pair that is slidably matched, positioning pin 3 and positioning moving-limit groove 4-1 into
Stop location fit pair.Sampling container 7 into closing or opens matching pair with capping 5.
In the superfilled device of the utility model monitoring concreting, the length of push-pull rod 2 is at design sample absolute altitude
Depth.
In the superfilled device of the utility model monitoring concreting, there are one upper downslides for tool in guide sleeve 4 for push-pull rod 2
Dynamic rail mark, sampling container 7 are servo-actuated with push-pull rod 2.Sampling container 7 detaches opening with capping 5 as 7 reperfusion serosity sample of sampling container
State, sampling container 7 is closed to obturage with capping 5 extracts slurry samples state for sampling container 7.
In the superfilled device of the utility model monitoring concreting, the bottom surface for covering 5 is equipped with plastic pad 6.Plastic pad 6 with
The fitting of sampling container 7 forms sealing matching pair.
In the superfilled device of the utility model monitoring concreting, the bottom end of sampling container 7 is into rectangular pyramid, with convenient
In sampling container inserting or pull out in concrete.
When diaphram wall or column pile concreting, sampling container in the device superfilled by concreting is monitored
7 are placed on the concrete elevation control position poured, to be sampled by pushing push-pull rod 2 that sampling container 7 is made to be in opening
It when container 7 fills slurries, pulls up push-pull rod 2 and is rotated by 90 ° positioning pin 3 is placed on positioning moving-limit groove 4-1, sampling is held
Device 7 is closed, and the artificial control crank 1 that extracts accurately samples liquid level at elevation control, so as to which intuitive judgment currently controls mark
The slurries type of eminence.Using the utility model can primary sample success, also denumerable sub-sampling is to be sampled when being concrete
Stopping pours, and reaches and filling concrete high precision is controlled, ensure that diaphram wall or the superfilled value of column pile concrete
Accurate and pouring quality.In addition, also just controlling broken pile workload while accurately controlling superfilled value, reduce broken pile working hour,
Reduce construction cost.
Embodiment described above is only that the preferred embodiment of the utility model is described, not to this practicality
Novel range is defined, and under the premise of the spirit of the design of the utility model is not departed from, those of ordinary skill in the art are to this
The various modifications and improvement that the technical solution of utility model is made should all fall into the protection that the utility model claims book determines
In the range of.
Claims (5)
1. a kind of monitor the superfilled device of concreting, including a control crank（1）, it is characterised in that:Control crank（1）
A push-pull rod is welded vertically downward in middle part（2）, push-pull rod（2）One positioning pin of upper weld（3）, push-pull rod（2）Bottom
A top is welded into the sampling container of opening in end（7）, the push-pull rod（2）One guide sleeve of external socket（4）, guide sleeve
（4）Upper vertical to having a guide groove（4-2）, guide sleeve（4）Top be connected guide groove（4-2）Level is equipped with one
A positioning moving-limit groove（4-1）, guide sleeve（4）Bottom end with guide sleeve（4）Centered on welding one capping（5）, the positioning pin
（3）With guide groove（4-2）Into the pair that is slidably matched, positioning pin（3）With positioning moving-limit groove（4-1）Form stop location fit pair, institute
State sampling container（7）With capping（5）Into closing or open matching pair.
2. the superfilled device of monitoring concreting according to claim 1, it is characterised in that：The push-pull rod（2）'s
Length is the depth at design sample absolute altitude.
3. the superfilled device of monitoring concreting according to claim 1 or 2, it is characterised in that：The push-pull rod（2）
In guide sleeve（4）There are one slide up and down track, the sampling container to interior tool（7）With push-pull rod（2）It is servo-actuated, the sampling container
（7）With capping（5）Separation is opened for sampling container（7）Reperfusion serosity sample state, sampling container（7）With capping（5）It is closed envelope
Sternly it is sampling container（7）Extract slurry samples state.
4. the superfilled device of monitoring concreting according to claim 3, it is characterised in that：The capping（5）Bottom
Face is equipped with plastic pad（6）, the plastic pad（6）With sampling container（7）Fitting forms sealing matching pair.
5. the superfilled device of monitoring concreting according to claim 4, it is characterised in that：The sampling container（7）
Bottom end into rectangular pyramid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721415234.8U CN207597392U (en) | 2017-10-30 | 2017-10-30 | Monitor the superfilled device of concreting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721415234.8U CN207597392U (en) | 2017-10-30 | 2017-10-30 | Monitor the superfilled device of concreting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207597392U true CN207597392U (en) | 2018-07-10 |
Family
ID=62757472
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721415234.8U Expired - Fee Related CN207597392U (en) | 2017-10-30 | 2017-10-30 | Monitor the superfilled device of concreting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207597392U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589703A (en) * | 2018-07-26 | 2018-09-28 | 大成科创基础建设股份有限公司 | Bored concrete pile prevents superfilled device |
| CN113465985A (en) * | 2020-03-30 | 2021-10-01 | 北京城建集团有限责任公司 | Slurry sampling device and construction method thereof |
-
2017
- 2017-10-30 CN CN201721415234.8U patent/CN207597392U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589703A (en) * | 2018-07-26 | 2018-09-28 | 大成科创基础建设股份有限公司 | Bored concrete pile prevents superfilled device |
| CN108589703B (en) * | 2018-07-26 | 2023-08-04 | 大成科创基础建设股份有限公司 | Anti-overcharging device for filling pile |
| CN113465985A (en) * | 2020-03-30 | 2021-10-01 | 北京城建集团有限责任公司 | Slurry sampling device and construction method thereof |
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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: 20180710 Termination date: 20181030 |