CN212452814U - Bored concrete pile pore-forming sediment thickness measurement device - Google Patents

Bored concrete pile pore-forming sediment thickness measurement device Download PDF

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Publication number
CN212452814U
CN212452814U CN202020675231.3U CN202020675231U CN212452814U CN 212452814 U CN212452814 U CN 212452814U CN 202020675231 U CN202020675231 U CN 202020675231U CN 212452814 U CN212452814 U CN 212452814U
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CN
China
Prior art keywords
sediment
concrete pile
bored concrete
thickness
measuring
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Expired - Fee Related
Application number
CN202020675231.3U
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Chinese (zh)
Inventor
王凯
朱健
吉明军
汪佑雄
董燕来
刘喜
曹兢涛
朱叶凯
李书坤
张星
王攀
陈成钟
周伟民
石添文
徐其明
张惠军
黄梦迪
宋超
王嘉伟
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China Railway Construction Engineering Group Co Ltd
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China Railway Construction Engineering Group Co Ltd
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.)
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Priority to CN202020675231.3U priority Critical patent/CN212452814U/en
Application granted granted Critical
Publication of CN212452814U publication Critical patent/CN212452814U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to the technical field of measuring devices, and discloses a bored concrete pile pore-forming sediment thickness measuring device, which solves the problems of large measuring error and complex operation when measuring the bored concrete pile pore-forming sediment thickness, and comprises a floating plate, wherein round holes are equidistantly arranged at the top end of the floating plate; the utility model discloses, the taper rod through setting up, go up the cooperation of ring body and wire rope etc. and use, at first arrange the inside in the hole with the kickboard, the kickboard is attached on the surface of sediment, then the pulling goes up the ring body, then loosen, under the effect of taper rod self gravity, the taper rod falls down along the drum, then enter into the bottom of sediment, the sediment enters into inside the circular recess of seting up on the taper rod, then can take out it, observe the position of the circular recess that contains the sediment, then contrast the scale mark carry out the reading can, then carry out the average number with the three numerical value of reading, the numerical value that obtains is the thickness of sediment promptly, measuring error is less, this device simple structure in addition, the operation of being convenient for.

Description

Bored concrete pile pore-forming sediment thickness measurement device
Technical Field
The utility model belongs to the technical field of measuring device, specifically be a bored concrete pile pore-forming sediment thickness measurement device.
Background
The common use is measured downthehole sediment thickness of pile foundation and is adopted the flat hammer device of pointed hammer, nevertheless because partial geology and the long overlength reason of stake, relies on construction experience's in many to the sediment measurement, and the sediment thickness can't be effectively measured, guarantees pile foundation quality.
Therefore, when the thickness of the bored sediment of the cast-in-place pile is measured, the measurement error is large and the operation is complicated.
Disclosure of Invention
To the above situation, for overcoming prior art's defect, the utility model provides a bored concrete pile pore-forming sediment thickness measurement device, effectual solution generally when measuring bored concrete pile pore-forming sediment thickness, measuring error is great, and complex operation's problem.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a bored concrete pile pore-forming sediment thickness measurement device, includes the kickboard, the round hole has been seted up to the top equidistance of kickboard, and the inside fixed mounting of round hole has the drum, and the drum alternates with the awl pole that corresponds to be connected, and circular recess has been seted up to the positive outer wall equidistance of awl pole, and the scale mark has been seted up to one side outer wall of awl pole, and the scale mark corresponds the setting with circular recess.
Preferably, the top end of the taper rod is fixedly provided with a lower ring body, the lower ring body is fixedly connected with a first rope body, and the top end of the first rope body is fixedly connected with the bottom end of the steel wire rope.
Preferably, the top end of the steel wire rope is fixedly connected with an upper ring body, and an anti-slip sleeve is sleeved outside the upper ring body.
Preferably, the bottom end of the steel wire rope is fixedly connected with the top end of the second rope body, and the bottom end of the second rope body is fixedly connected with the center of the top end of the floating plate.
Preferably, the number of the conical rods and the number of the cylinders are three, and one of the conical rods and the cylinder are arranged correspondingly.
Preferably, the conical rods are arranged in an equilateral triangle, and the bottom ends of the conical rods are all located on the same horizontal plane.
Compared with the prior art, the beneficial effects of the utility model are that:
1) in operation, taper rod through setting up, go up the cooperation use of ring body and wire rope etc, at first arrange the inside in the hole with the kickboard, the kickboard is attached on the surface of sediment, then the pulling goes up the ring body, then loosen, under the effect of taper rod self gravity, the taper rod falls down along the drum, then enter into the bottom of sediment, the sediment enters into inside the circular recess that sets up on the taper rod, then can take out it, observe the position that contains the circular recess of sediment, then contrast the scale mark carry out the reading can, then three numerical value that will read carries out the average number, the numerical value that obtains is the thickness of sediment promptly, measuring error is less, in addition this device simple structure, be convenient for operate.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the floating plate structure of the present invention;
FIG. 3 is a schematic view of the structure of the taper rod of the present invention;
in the figure: 1. a floating plate; 2. a cylinder; 3. a tapered rod; 4. a first rope body; 5. a wire rope; 6. an upper ring body; 7. a second rope body; 8. a circular groove; 9. scale lines; 10. a lower ring body.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments; based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Embodiment one is given by fig. 1-3, the utility model discloses a kickboard 1 can make it float on the sediment surface, and the round hole has been seted up to kickboard 1's top equidistance, and the inside fixed mounting of round hole has drum 2, can guarantee that taper rod 3 is in vertical state, and drum 2 alternates with the taper rod 3 that corresponds to be connected, and circular recess 8 has been seted up to taper rod 3's positive outer wall equidistance, and scale mark 9 has been seted up to one side outer wall of taper rod 3, and scale mark 9 corresponds the setting with circular recess 8, convenient to use personnel's observation.
In the second embodiment, on the basis of the first embodiment, the top end of the taper rod 3 is fixedly provided with the lower ring body 10, the lower ring body 10 is fixedly connected with the first rope body 4, and the top end of the first rope body 4 is fixedly connected with the bottom end of the steel wire rope 5, so that the taper rod 3 can be conveniently pulled.
Third, on the basis of second embodiment, ring body 6 is gone up to wire rope 5's top fixedly connected with, and the antiskid cover has been cup jointed to the outside of going up ring body 6, and the user of being convenient for stimulates wire rope 5.
In the fourth embodiment, on the basis of the second embodiment, the bottom end of the steel wire rope 5 is further fixedly connected with the top end of the second rope body 7, and the bottom end of the second rope body 7 is fixedly connected with the center of the top end of the floating plate 1, so that the floating plate 1 can be prevented from being separated.
In the fifth embodiment, on the basis of the first embodiment, the number of the conical rods 3 and the number of the cylinders 2 are three, and one of the conical rods and the cylinder 2 is correspondingly arranged, so that the use of a user is facilitated.
Sixth, on the basis of fifth embodiment, the awl pole 3 becomes equilateral triangle and sets up, and the bottom of awl pole 3 all is located same horizontal plane, accuracy when can guaranteeing its measurement.
The working principle is as follows: the during operation, at first place the inside in hole in with kickboard 1, kickboard 1 attaches in the surface of sediment, then pulling upper ring body 6, then loosen, under the effect of conical rod 3 self gravity, conical rod 3 falls down along drum 2, then enter into the bottom of sediment, the sediment enters into the conical rod 3 and goes up to set up some circular recess 8 inside, then can take out it, observe the position that contains the circular recess 8 of sediment, then contrast scale mark 9 carry out the reading can, available water washes before the reading, then three numerical value that will read carries out the average number, the numerical value that obtains is the thickness of sediment promptly, measuring error is less.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a bored concrete pile pore-forming sediment thickness measurement device, includes kickboard (1), its characterized in that: the round hole has been seted up to the top equidistance of kickboard (1), and the inside fixed mounting of round hole has drum (2), and drum (2) alternate with awl pole (3) that correspond and are connected, and circular recess (8) have been seted up to the positive outer wall equidistance of awl pole (3), and scale mark (9) have been seted up to one side outer wall of awl pole (3), and scale mark (9) correspond the setting with circular recess (8).
2. The apparatus for measuring the thickness of the bored concrete pile sediment according to claim 1, wherein: the top end of the taper rod (3) is fixedly provided with a lower ring body (10), the lower ring body (10) is fixedly connected with a first rope body (4), and the top end of the first rope body (4) is fixedly connected with the bottom end of the steel wire rope (5).
3. The apparatus for measuring the thickness of the bored concrete pile sediment according to claim 2, wherein: the top end of the steel wire rope (5) is fixedly connected with an upper ring body (6), and an anti-slip sleeve is sleeved outside the upper ring body (6).
4. The apparatus for measuring the thickness of the bored concrete pile sediment according to claim 2, wherein: the bottom end of the steel wire rope (5) is fixedly connected with the top end of the second rope body (7), and the bottom end of the second rope body (7) is fixedly connected with the center of the top end of the floating plate (1).
5. The apparatus for measuring the thickness of the bored concrete pile sediment according to claim 1, wherein: the number of the conical rods (3) and the number of the cylinders (2) are three, and one of the conical rods and the cylinder is arranged correspondingly.
6. The apparatus for measuring the thickness of the bored concrete pile sediment according to claim 5, wherein: the conical rods (3) are arranged in an equilateral triangle, and the bottom ends of the conical rods (3) are all located on the same horizontal plane.
CN202020675231.3U 2020-04-28 2020-04-28 Bored concrete pile pore-forming sediment thickness measurement device Expired - Fee Related CN212452814U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020675231.3U CN212452814U (en) 2020-04-28 2020-04-28 Bored concrete pile pore-forming sediment thickness measurement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020675231.3U CN212452814U (en) 2020-04-28 2020-04-28 Bored concrete pile pore-forming sediment thickness measurement device

Publications (1)

Publication Number Publication Date
CN212452814U true CN212452814U (en) 2021-02-02

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113026833A (en) * 2021-04-13 2021-06-25 浙江海辰建设管理有限公司 Accurate detection device for sediment thickness of cast-in-situ bored pile
CN113790691A (en) * 2021-11-18 2021-12-14 中国核工业中原建设有限公司 Detection device and detection method for thickness of foundation engineering construction sediment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113026833A (en) * 2021-04-13 2021-06-25 浙江海辰建设管理有限公司 Accurate detection device for sediment thickness of cast-in-situ bored pile
CN113790691A (en) * 2021-11-18 2021-12-14 中国核工业中原建设有限公司 Detection device and detection method for thickness of foundation engineering construction sediment
CN113790691B (en) * 2021-11-18 2022-03-01 中国核工业中原建设有限公司 Detection device and detection method for thickness of foundation engineering construction sediment

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Granted publication date: 20210202