CN206034508U - Pile head surpasses irritates high controlling means - Google Patents
Pile head surpasses irritates high controlling means Download PDFInfo
- Publication number
- CN206034508U CN206034508U CN201620819341.6U CN201620819341U CN206034508U CN 206034508 U CN206034508 U CN 206034508U CN 201620819341 U CN201620819341 U CN 201620819341U CN 206034508 U CN206034508 U CN 206034508U
- Authority
- CN
- China
- Prior art keywords
- chassis
- control
- sleeve
- pile head
- superfilled
- 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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- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a pile head surpasses irritates high controlling means, it includes: the control lever, the domain is connected to the bottom of control lever, and the upper portion of control lever is equipped with the sleeve, is connected with adjustable couple on the sleeve, and it has the locking bolt to go back threaded connection on the sleeve. It can really control the super height of irritating of pile head by calibration, has not only guaranteed to fill the quality but also accelerated the construction progress.
Description
Technical field
This utility model is related to a kind of adnexa of construction, the superfilled height controller of more particularly to a kind of pile crown.
Background technology
In drilled pile construction, for guaranteeing the quality of pile foundation top concrete, underwater gliders face absolute altitude need to be higher by
Design of pile top absolute altitude 0.5m～1.0m, the part are higher by the concrete of absolute altitude and need to cut before bearing platform construction to design of pile top mark
It is high.Traditional influx height control method：The height of filling concrete top surface is measured using lining rope, filling concrete is then extrapolated
Absolute altitude.Due to more than top of concrete there is mud and concrete laitance, therefore it is difficult accurately to measure its height.For ensureing stake top
Concrete quality, generally selects superfilled.When pile foundation quantity is more, the superfilled concrete that excessively will result in greatly is wasted, superfilled
Cross cause at least stake it is long be unsatisfactory for design.Accordingly, it would be desirable to the superfilled height of control accurately and effectively.
The content of the invention
The purpose of this utility model is for the deficiencies in the prior art, so as to provide a kind of pile crown superfilled height control dress
Put, the superfilled height in the control pile crown part which can be accurately and effectively.
To achieve these goals, the technical scheme adopted by this utility model includes：Control-rod, the bottom of the control-rod
Portion's connecting base plate, the top of control-rod are provided with sleeve, are connected with adjustable hanger on sleeve, are also threaded with locking screw on sleeve
Bolt.
The chassis is circular, nose circle shape or ellipse.
Proportion of the proportion on the chassis more than mud.
The chassis is less than 20cm for circular its diameter.
Connect counterweight on the chassis.
This utility model is by using control-rod, chassis and adjustable hanger, which can make operator intuitively observe control
The change in location of bar processed, so as to control filling concrete, realizes the accurately superfilled height of control pile crown, and which both effectively ensure that filling
Note quality accelerates construction speed again.
Description of the drawings
Fig. 1 is structural representation of the present utility model, and axonometric charts of the Fig. 2 for Fig. 1, Fig. 3 are the axonometric chart of Fig. 1, and Fig. 4 is this
The use state figure of utility model.
Specific embodiment
Below by specific embodiment, the technical solution of the utility model is described in further detail.
As shown in Figure 1, Figure 2 and Figure 3, embodiment of the present utility model 1 includes：Control-rod 1, the bottom of the control-rod 1
The steel plate chassis 6 of circle is clamped in portion by two nuts 5, makes the chassis 6 of circle be connected to 1 bottom of control-rod.Control-rod 1
Top is provided with sleeve 3, and control-rod 1 is through in sleeve 3, is connected with adjustable hanger 2 on sleeve 3, is also threaded with lock on sleeve 3
Tight bolt 4.Proportion of the proportion on the chassis more than mud, and the chassis diameter of circle is less than 20cm.
Used as the replacement scheme of above-mentioned embodiment, the chassis may also be employed nose circle shape or ellipse, be easy to this reality
Taken out from stake holes with new.The ratio on Cai Yong the plastics on chassis chassis processed, iron sheet chassis or wooden chassis, such as chassis itself
The great proportion in mud, without the need for connecting counterweight, and if the proportion on chassis itself less than the proportion of mud, is then needed on chassis
Connect counterweight on chassis, the proportion on chassis is made more than the proportion of mud.
As shown in Figure 4 this using it is new when in use, unclamp the clamping screw at sleeve first, adjustable hanger be adjusted to
The position of the superfilled absolute altitude of stake top of design requirement, and clamping screw is tightened, then superfilled control device is hung at the top of casing 8
On horizontal steel pipe 7, continue the poured pile base concrete into stake holes.When the chassis of elevation control device is in the concrete for pouring
Under jacking so as to which the adjustable hanger on top starts to occur rising and when disengaging with steel pipe, that is, show that concrete has been filled to pre-
Control absolute altitude, should stop perfusion immediately.Finally, superfilled control device is taken out from stake holes, after being rinsed well with clear water, waits to irrigate
Use during next pile base, make the superfilled of pile crown concrete both meet design requirement, raw material can be reduced again to greatest extent
Consume.
To the disclosed embodiments described above, those skilled in the art are enable to realize or use that this use is new
Type, the various modifications to the present embodiment are it will be apparent that generic principles defined herein for those skilled in the art
Can be realized in the case of without departing from spirit or scope of the present utility model in other embodiments.Therefore, every and this reality
The same or analogous technical scheme of example is applied, is all fallen within protection domain of the present utility model.
Claims (5)
1. the superfilled height controller of a kind of pile crown, including：Control-rod, it is characterised in that：The bottom connection bottom of the control-rod
Disk, the top of control-rod are provided with sleeve, are connected with adjustable hanger on sleeve, are also threaded with clamping screw on sleeve.
2. the superfilled height controller of a kind of pile crown according to claim 1, it is characterised in that：The chassis for circular or
It is oval.
3. the superfilled height controller of a kind of pile crown according to claim 1 and 2, it is characterised in that：The ratio on the chassis
The great proportion in mud.
4. the superfilled height controller of a kind of pile crown according to claim 2, it is characterised in that：The chassis for it is circular its
Diameter is less than 20cm.
5. the superfilled height controller of a kind of pile crown according to claim 3, it is characterised in that：On the chassis, connection is matched somebody with somebody
Weight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620819341.6U CN206034508U (en) | 2016-08-01 | 2016-08-01 | Pile head surpasses irritates high controlling means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620819341.6U CN206034508U (en) | 2016-08-01 | 2016-08-01 | Pile head surpasses irritates high controlling means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034508U true CN206034508U (en) | 2017-03-22 |
Family
ID=58307740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620819341.6U Expired - Fee Related CN206034508U (en) | 2016-08-01 | 2016-08-01 | Pile head surpasses irritates high controlling means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034508U (en) |
-
2016
- 2016-08-01 CN CN201620819341.6U patent/CN206034508U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20170322 |