CN203271724U - Multifunctional hole detector - Google Patents
Multifunctional hole detector Download PDFInfo
- Publication number
- CN203271724U CN203271724U CN2013202139895U CN201320213989U CN203271724U CN 203271724 U CN203271724 U CN 203271724U CN 2013202139895 U CN2013202139895 U CN 2013202139895U CN 201320213989 U CN201320213989 U CN 201320213989U CN 203271724 U CN203271724 U CN 203271724U
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- China
- Prior art keywords
- lining rope
- hole
- density
- detecting head
- main framing
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- 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
Links
- 239000002965 rope Substances 0.000 claims abstract description 56
- 238000007667 floating Methods 0.000 claims abstract description 25
- 238000009432 framing Methods 0.000 claims description 22
- 230000003014 reinforcing Effects 0.000 claims description 3
- 238000001514 detection method Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000001737 promoting Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a multifunctional hole detector which is used for measuring the perpendicularity, the depth, the hole diameter and the thickness of dregs of a pile hole. The multifunctional hole detector comprises an orifice supporting frame, a main framework, a floating disc, a detection head, a first measuring rope, a second measuring rope and a plumb line, wherein the orifice supporting frame is suitable for being fixed in the position of the orifice of the pile hole, the upper end of the first measuring rope, the upper end of the second measuring rope and the upper end of the plumb line are respectively connected with the orifice supporting frame, the floating disc is hung at the lower end of the second measuring rope, the detection head is fixed at the lower end of the main framework through a tail rod and is located below the floating disc, the main framework is hung on the first measuring rope and is located above the detection head, scales are arranged on both the first measuring rope and the second measuring rope, the maximum diameter and the main framework and the designed hole diameter of the pile hole are the same, the density of the floating disc is smaller than that of the dregs, and the density of the detection head is bigger than that of the dregs. The multifunctional hole detector is good in practicability, various in function, simple to manufacture, convenient to operate and high in accuracy, and has high popularization value in related construction fields.
Description
Technical field
The utility model relates to the device of a kind of vertical degree of the peg hole of measuring bored pile, the degree of depth, aperture, sediment thickness, can be widely used in the engineering fields such as the room is built, municipal administration, road and rail.
Background technology
In the building operations of carrying out, often to carry out the drill-pouring pile construction at present.Difference according to geological conditions and building, the diameter of bored pile can be tens centimetres to two or three meter, the degree of depth also can be from tens meters to six or seven ten meters, when construction, first boring and then the steel cage is put into a hole is carried out concrete perfusion, at last due in boring finishes to concrete perfusion, there is the time interval of a few hours, mud in the stake hole will produce precipitation and form sediment, and the sediment at the bottom of the hole can affect the bearing capacity of bored pile and control and the estimation of sedimentation.
Vertical degree of the peg hole, the degree of depth, aperture, sediment thickness are the several most important indexs before the bored pile concreting.How lack of standardization the testing arrangement that adopts in the drill-pouring pile construction at present is, and precision is relatively poor, and aforementioned several indexs need test respectively.On market, the device of some acoustic sounding can detect the bored pile degree of depth, aperture and sediment thickness, but this kind equipment cost is too high, is difficult to promote on a large scale.
The utility model content
Technical problem to be solved in the utility model be to provide a kind of simple to operate, easy to use, measure accurately, the multi-functional hole tester of low cost.
for solving the problems of the technologies described above, the utility model has adopted following technical scheme: design a kind of multi-functional hole tester, be used for the verticality to the stake hole, the degree of depth, the thickness of aperture and sediment is measured, described multi-functional hole tester comprises the aperture support, main framing, floating plate, detecting head, the first lining rope, the second lining rope, plumb line, wherein said aperture support is suitable for being fixed on the place, aperture in described stake hole, described the first lining rope, the upper end of the second lining rope and plumb line is connected to described aperture support, described floating plate is suspended to the lower end of described the second lining rope, described detecting head is fixed in the lower end of described main framing by foot piece, and this detecting head is positioned at the below of described floating plate, described main framing is suspended to described the first lining rope and is positioned at above described detecting head, be equipped with scale on described the first lining rope and the second lining rope, the design aperture in the maximum gauge of described main framing and described stake hole is identical, and the density of described floating plate is less than the density of described sediment, and the density of described detecting head is greater than the density of described sediment.
Preferably, the upper end of the upper end of described the first lining rope and described plumb line is connected in the same position of described aperture support.
Preferably, described the first lining rope extends along the center line of this multi-functional hole tester.
Preferably, described detecting head is connected in the lower end of described the first lining rope by described foot piece, and this foot piece passes slidably described floating plate and is connected in described main framing.
Preferably, described main framing comprises circular boop and reinforcing rib.
Multi-functional hole tester of the present utility model has good practicality, and diverse in function, making is simple, easy to operate, precision is higher, has very high promotional value at relevant construction field.
Description of drawings
Fig. 1 is the structural representation of a kind of multi-functional hole tester of the present utility model.
The work schematic diagram that Fig. 2 is multi-functional hole tester shown in Figure 1 when the higher stake hole of detection of vertical degree.
The work schematic diagram that Fig. 3 is multi-functional hole tester shown in Figure 1 when the lower stake hole of detection of vertical degree.
Fig. 4 work schematic diagram during less than the stake hole of intended diameter that is multi-functional hole tester shown in Figure 1 in detection aperture.
The specific embodiment
The below will describe various embodiment of the present utility model in detail, and embodiment wherein describes in conjunction with the accompanying drawings and hereinafter.Although the utility model describes in connection with illustrative embodiments, be to be understood that the utility model is not limited to these illustrative embodiments.On the contrary, the utility model not only comprises these embodiments, but also comprises various distortion, improvement.
As shown in Figures 1 to 4, multi-functional hole tester of the present utility model mainly is comprised of aperture support 2, main framing 6, floating plate 10, detecting head 9, the first lining rope 1, the second lining rope 3 and plumb line 4 etc., wherein the length of aperture support 2 is greater than the orifice diameter in stake hole 12, can be fixed on by the ground supports around stake hole 12 place, aperture in a hole 12 during work, the upper end of the first lining rope 1, the second lining rope 3 and plumb line 4 is connected to aperture support 2, and wherein the upper end of the upper end of the first lining rope 1 and plumb line 4 is connected in the roughly same position of aperture support 2.
Described floating plate 10 is suspended to the lower end of the second lining rope 3, the first lining rope 1 extends along the center line of this multi-functional hole tester, detecting head 9 is connected in the lower end of the first lining rope 1 by foot piece 8, and this detecting head 9 is positioned at the below of floating plate 10, and this foot piece 8 passes slidably floating plate 10 and is connected in main framing 6 lower ends.Main framing 6 is suspended to the first lining rope 1 and is positioned at the top of detecting head 9, and the main body of main framing 6 is roughly cylindrical, and it comprises circular boop 5 and reinforcing rib 7.Be equipped with scale on described the first lining rope 1 and the second lining rope 3, the design aperture in the maximum gauge of main framing 6 and this hole 12 is identical, and the density of floating plate 10 is less than the density of stake hole 12 bottom sediments 11, and the density of detecting head 9 is greater than the density of sediment 11.
The operating principle of the multi-functional hole tester of said structure is as follows:
1) Pore Diameter Detection in stake hole
Because the maximum gauge of the main framing 6 of multi-functional hole tester is identical with design stake footpath.Multi-functional hole tester is hung in the process in a hole 12, when main framing 6 relies on the gravity normal descend, illustrate that the effective aperture in a hole 12 is greater than the design aperture; As shown in Figure 4, when main framing 6 is stuck in a hole 12 can not normal descend the time, the effective aperture in explanation stake hole 12 is less than the design aperture.
2) verticality in stake hole detects
Multi-functional hole tester is in dropping process, and the upper end of the first lining rope 1 is fixed in aperture support 2 and a plumb line 4 is set making comparisons at the same position place, and the other end is connected with detecting head 9 on being positioned at multi-functional hole tester center line by foot piece 8.As shown in Figure 3, if fall behind the first lining rope 1 run-off the straight under multi-functional hole tester measure angle between it and plumb line 4 by angle measuring instrument, convert by this angle and can draw the verticality in a hole 12.
3) degree of depth in stake hole and sediment thickness detect
As shown in Figure 2, multi-functional hole tester of the present utility model is mainly to utilize 9 two kinds of different objects of density of floating plate 10 and detecting head, and the principle of a sinking of a floating is measured the thickness of sediment 11.Detecting head 9 adopts the larger material of density to make, and the above is connected with main framing 6 by foot piece 8, and its density is much larger than the density of sediment 11.Floating plate 10 adopts the less materials of density to make, and but its density is less than the density of sediment 11 greater than the density of other media (such as water, mud, air etc.) in stake hole 12.Detecting head 9 is connected with being with graduated the first lining rope 1, the second lining rope 3 respectively with floating plate 10 tops, the zero graduation of the bottom of detecting head 9 during as two lining rope original positions.When this multi-functional hole tester entered interior arrival sediment 11 surface, a hole 12, the surface detecting head 9 that floating plate 10 floats over sediment 11 continued to sink.Detecting head 9 sinks down into and after sediment 11 bottoms reach stable state, the first lining rope 1, the second lining rope 3 is carried out reading, namely be respectively the sediment 11 above hole depth in surface and the sediment 11 above hole depths of bottom, the difference of the first lining rope 1 and the second lining rope 3 readings is the thickness of sediment 11.
The course of work of the multi-functional hole tester of said structure is as follows:
1, multi-functional hole tester is put into a hole 12 and slowly fallen, aperture support 2 is set simultaneously, the first lining rope 1, the second lining rope 3 and plumb line 4 are located at the roughly same position that aperture support 2, the first lining ropes 1 and the end of plumb line 4 are positioned at aperture support 2.
Can the diameter that 2, checks a hole 12 in dropping process allow main framing 6 free-fallings.
3, check in dropping process that can the first lining rope 1 and the angle scaled value of plumb line 4 satisfy the verticality requirement.
4, multi-functional hole tester continues to sink until detecting head 9 sinks to the bottom of sediment 11, and floating plate 10 floats on the upper face of sediment 11.After stable, respectively the first lining rope 1 and the second lining rope 3 are carried out reading, calculate the thickness of sediment 11.
Claims (5)
1. multi-functional hole tester, it is characterized in that: comprise the aperture support, main framing, floating plate, detecting head, the first lining rope, the second lining rope, plumb line, wherein said aperture support is suitable for being fixed on the place, aperture in described stake hole, described the first lining rope, the upper end of the second lining rope and plumb line is connected to described aperture support, described floating plate is suspended to the lower end of described the second lining rope, described detecting head is fixed in the lower end of described main framing by foot piece, and this detecting head is positioned at the below of described floating plate, described main framing is suspended to described the first lining rope and is positioned at above described detecting head, be equipped with scale on described the first lining rope and the second lining rope, the design aperture in the maximum gauge of described main framing and described stake hole is identical, and the density of described floating plate is less than the density of described sediment, and the density of described detecting head is greater than the density of described sediment.
2. multi-functional hole tester according to claim 1, it is characterized in that: the upper end of described the first lining rope and the upper end of described plumb line are connected in the same position of described aperture support.
3. multi-functional hole tester according to claim 1 is characterized in that: described the first lining rope is along the center line extension of this multi-functional hole tester.
4. multi-functional hole tester according to claim 1, it is characterized in that: described detecting head is connected in the lower end of described the first lining rope by described foot piece, and this foot piece passes slidably described floating plate and is connected in described main framing.
5. multi-functional hole tester according to claim 1, it is characterized in that: described main framing comprises circular boop and reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202139895U CN203271724U (en) | 2013-04-24 | 2013-04-24 | Multifunctional hole detector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202139895U CN203271724U (en) | 2013-04-24 | 2013-04-24 | Multifunctional hole detector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203271724U true CN203271724U (en) | 2013-11-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202139895U Expired - Fee Related CN203271724U (en) | 2013-04-24 | 2013-04-24 | Multifunctional hole detector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203271724U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110017130A (en) * | 2019-04-19 | 2019-07-16 | 刘生平 | A kind of underwater directional vehicle hole tester |
| CN111827981A (en) * | 2020-06-23 | 2020-10-27 | 中国五冶集团有限公司 | Manual hole digging pile pore-forming size inspection device |
| CN113091563B (en) * | 2021-04-13 | 2022-06-03 | 中冶建工集团有限公司 | Method for measuring thickness of sediment in drain pipe |
-
2013
- 2013-04-24 CN CN2013202139895U patent/CN203271724U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110017130A (en) * | 2019-04-19 | 2019-07-16 | 刘生平 | A kind of underwater directional vehicle hole tester |
| CN111827981A (en) * | 2020-06-23 | 2020-10-27 | 中国五冶集团有限公司 | Manual hole digging pile pore-forming size inspection device |
| CN113091563B (en) * | 2021-04-13 | 2022-06-03 | 中冶建工集团有限公司 | Method for measuring thickness of sediment in drain pipe |
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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 |
Granted publication date: 20131106 Termination date: 20170424 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |