CN202925579U - Cast-in-place pile top concrete surface measuring component - Google Patents
Cast-in-place pile top concrete surface measuring component Download PDFInfo
- Publication number
- CN202925579U CN202925579U CN 201220654981 CN201220654981U CN202925579U CN 202925579 U CN202925579 U CN 202925579U CN 201220654981 CN201220654981 CN 201220654981 CN 201220654981 U CN201220654981 U CN 201220654981U CN 202925579 U CN202925579 U CN 202925579U
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- sample bucket
- plummet
- measuring
- concrete
- sampling barrel
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Abstract
The utility model relates to a cast-in-place pile top concrete surface measuring component. The component comprises a measuring rope, a measuring hammer and a sampling barrel component, wherein the measuring hammer is fixedly connected with one end of the measuring rope; the sampling barrel component is fixedly connected with the measuring hammer and comprises a first sampling barrel and a second sampling barrel which are arranged along the extending direction of the measuring hammer at an interval; the second sampling barrel is arranged at the bottom of the measuring hammer; and the first sampling barrel is arranged above the second sampling barrel. The utility model aims to provide the cast-in-place pile top concrete surface measuring component, which is simple in structure and can accurately measure the over perfusion height of concrete.
Description
Technical field
The utility model relates to a kind of grout pile top concrete planar survey assembly.
Background technology
In the work progress of castinplace pile, need to top mark be high controls to the stake of castinplace pile, satisfy the requirement of design, and have certain error when adopting prior art to measure, can't control accurately the concrete pouring height, need measurement repeatedly, not only long time of cost, and the super concrete side of filling with measures when too much, causes the waste of material.
Summary of the invention
The purpose of this utility model is to overcome the existing defects of prior art, provides a kind of simple in structure, can Measurement accuracy the super grout pile top concrete planar survey assembly of filling with height of concrete.
The purpose of this utility model is achieved through the following technical solutions: a kind of grout pile top concrete planar survey assembly, and it is characterized in that: it comprises lining rope, the plummet that is fixedly connected with lining rope one end and the sample bucket assembly that is fixedly connected with plummet; Described sample bucket assembly comprises that described the second sample bucket is located at the bottom of plummet along the first sample bucket and second sample bucket of the bearing of trend interval laying of plummet, and the first sample bucket is located at the top of the second sample bucket.
Compared to prior art, the utility model has the advantage of: the plummet that increases the weight of after guaranteeing to increase the weight of to plummet can directly drop down onto the concrete face, and the slag specimen of setting up the concrete that the sample bucket on plummet collects, whether the concrete of judging exactly cast reaches a toplap is filled with height, thereby accurately calculate side's amount of pile body residue concrete, solved the problem that causes a judgement top concrete face difficulty because the emptying aperture height is high, simple in structure, easy to use, not only guarantee the construction speed of engineering, and reduced the consumption of material.
Description of drawings
Fig. 1 is the structural representation of a kind of grout pile of the utility model top concrete planar survey assembly embodiment.
Fig. 2 is the use state diagram of Fig. 1.
Label declaration: 1 lining rope, 2 plummets, 3 first sample buckets, 4 second sample buckets, 5 mud cortexes, 6 laitance layers, 7 concrete layers.
The specific embodiment
Below in conjunction with Figure of description and embodiment, the utility model content is elaborated:
The embodiment schematic diagram of a kind of grout pile top concrete planar survey assembly that provides for the utility model as illustrated in fig. 1 and 2.
A kind of grout pile top concrete planar survey assembly is characterized in that: it comprises lining rope 1, the plummet 2 that is fixedly connected with lining rope 1 one ends and the sample bucket assembly that is fixedly connected with plummet 2; Described sample bucket assembly comprises that described the second sample bucket 4 is located at the bottom of plummet 2 along the first sample bucket 3 and second sample bucket 4 of the bearing of trend interval laying of plummet 2, and the first sample bucket 3 is located at the top of the second sample bucket 4.Described plummet 2 can be the plummet 2 after increasing the weight of, and the plummet 2 after increasing the weight of can directly drop down onto the concrete face.
Described lining rope 1 is the tape label lining rope.
During use, the plummet 2 after increasing the weight of can directly drop down onto the concrete face, avoids stopping at mud cortex 5, laitance layer 6, causes judgement inaccurate.And set up the sample bucket assembly on plummet 2, dropping down onto the concrete face with plummet 2 takes a sample, be mixed with mud if be located at the concrete of observing in the first sample bucket 3 of top, herein concrete strength is lower, and the concrete of being located at the second sample bucket 4 interior observations of plummet 2 bottoms is not mixed with mud, concrete strength is better, can simply and intuitively judge two sample buckets by the slag specimen of observing the concrete of collecting in two sample buckets and be positioned at which absolute altitude, and whether the concrete of cast reaches a toplap is filled with height.
Claims (2)
1. grout pile top concrete planar survey assembly, it is characterized in that: it comprises lining rope (1), the plummet (2) that is fixedly connected with lining rope (1) one end and the sample bucket assembly that is fixedly connected with plummet (2); Described sample bucket assembly comprises along the first sample bucket (3) and second sample bucket (4) of the bearing of trend interval laying of plummet (2), described the second sample bucket (4) is located at the bottom of plummet (2), and the first sample bucket (3) is located at the top of the second sample bucket (4).
2. grout pile according to claim 1 top concrete planar survey assembly, it is characterized in that: described lining rope (1) is the tape label lining rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220654981 CN202925579U (en) | 2012-12-03 | 2012-12-03 | Cast-in-place pile top concrete surface measuring component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220654981 CN202925579U (en) | 2012-12-03 | 2012-12-03 | Cast-in-place pile top concrete surface measuring component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202925579U true CN202925579U (en) | 2013-05-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220654981 Expired - Lifetime CN202925579U (en) | 2012-12-03 | 2012-12-03 | Cast-in-place pile top concrete surface measuring component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202925579U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047303A (en) * | 2014-05-27 | 2014-09-17 | 中国十七冶集团有限公司 | Method for controlling excessive concrete pouring amount of cast-in-place pile and grab bucket measuring rope |
| CN105019483A (en) * | 2015-07-30 | 2015-11-04 | 中国人民解放军理工大学 | Device for measuring concrete grouting height of tube-sinking cast-in-situ pile in real time and using method of device |
-
2012
- 2012-12-03 CN CN 201220654981 patent/CN202925579U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047303A (en) * | 2014-05-27 | 2014-09-17 | 中国十七冶集团有限公司 | Method for controlling excessive concrete pouring amount of cast-in-place pile and grab bucket measuring rope |
| CN104047303B (en) * | 2014-05-27 | 2016-03-09 | 中国十七冶集团有限公司 | A kind of cast-in-place pile concrete builds super filling amount control method and grab bucket lining rope |
| CN105019483A (en) * | 2015-07-30 | 2015-11-04 | 中国人民解放军理工大学 | Device for measuring concrete grouting height of tube-sinking cast-in-situ pile in real time and using method of device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130508 |