CN209429183U - A kind of measurement pile bottom sediment tool - Google Patents
A kind of measurement pile bottom sediment tool Download PDFInfo
- Publication number
- CN209429183U CN209429183U CN201822253915.XU CN201822253915U CN209429183U CN 209429183 U CN209429183 U CN 209429183U CN 201822253915 U CN201822253915 U CN 201822253915U CN 209429183 U CN209429183 U CN 209429183U
- Authority
- CN
- China
- Prior art keywords
- iron pan
- reinforcing bar
- iron
- fixed
- pile bottom
- 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
Links
- 239000013049 sediment Substances 0.000 title claims abstract description 41
- 238000005259 measurement Methods 0.000 title claims abstract description 26
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 204
- 229910052742 iron Inorganic materials 0.000 claims abstract description 102
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 38
- 230000000694 effects Effects 0.000 claims abstract description 8
- 230000007246 mechanism Effects 0.000 claims abstract description 7
- 238000006243 chemical reaction Methods 0.000 abstract description 4
- 230000013011 mating Effects 0.000 abstract description 4
- 239000002893 slag Substances 0.000 abstract description 2
- 101150006573 PAN1 gene Proteins 0.000 description 28
- 239000010410 layer Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000012876 topography Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The utility model discloses a kind of measurement pile bottom sediment tools to measure pile bottom sediment tool, including the first iron pan, hex nut is fixedly connected at the top and bottom of first iron pan, the second iron pan is fixedly connected at the top of first iron pan, second iron pan is equipped with impenetrating mouth corresponding with hex nut, the lateral wall of first iron pan is fixedly connected with iron hoop, and first iron pan connects reinforcing bar by multiple fixed mechanisms.In the utility model, pass through the mating reaction of rope, reinforcing bar, the first iron pan, the second iron pan, iron hoop, the first fixed screw, hex nut and movable rubber band, achieve the effect that loosening rope reinforcing bar down injects in sediment layer, realizes the function of measuring heavy thickness of slag layer；It by the mating reaction of fixed block, third fixed screw and reinforcing bar, reaches and twists off the effect that third fixed screw dismantles reinforcing bar from the bottom of the first iron pan, realize the function of being easily installed slot disassembly reinforcing bar.
Description
Technical field
The utility model relates to Architectural Equipment technical field more particularly to a kind of measurement pile bottom sediment tools.
Background technique
High-speed rail or highway need to keep road surface face on a horizontal interface during construction, due to original
Landforms can have the case where being uneven, some relatively high places can be spread by cutting out the soil horizon on surface
Pad, some topographies it is more low-lying place just need drive piles to support road surface, keep road surface on a horizontal interface, over the ground
Face drill after carry out survey pile bottom sediment layer thickness, see whether compound standard.
Sediment thickness is to lack more professional simple accurate measurement sediment thickness an important factor for influencing pile foundation pile quality
Tool, many construction teams, which also rely on, at present feels to cause many support stakes quality problems occur to feel sediment thickness value.
For this purpose, it is proposed that a kind of measurement pile bottom sediment tool solves the above problems.
Utility model content
Purpose of the utility model is to solve exist in the prior art construction team also rely on feel feel sediment thickness
Angle value, is unable to measure the problem of pile bottom sediment thickness is spent, and a kind of measurement pile bottom sediment tool proposed.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of measurement pile bottom sediment tool, including the first iron pan are fixedly connected at the top and bottom of first iron pan
There is hex nut, the second iron pan is fixedly connected at the top of first iron pan, second iron pan is equipped with and hex nut
Corresponding impenetrating mouth, the lateral wall of first iron pan are fixedly connected with iron hoop, and first iron pan passes through multiple fixed mechanisms
Reinforcing bar is connected, the reinforcing bar is inclined to set, one of them described hex nut is connected with rope by lock, the rope
Lateral wall fixing sleeve is connected to multiple movable rubber bands.
Preferably, first iron pan is connect by multiple first fixed screws with the second iron pan.
Preferably, first iron pan is connect by multiple second fixed screws with iron hoop.
Preferably, the fixed mechanism includes the multiple camber fixed blocks being fixedly connected at the top of reinforcing bar, and the camber is solid
Determine block to connect by two third fixed screws with the first iron pan, the bottom of the iron hoop is equipped with corresponding with third fixed screw
Multiple screw holes, multiple screw holes are the center of circle around setting using the axle center of the first iron pan.
Preferably, the length of the reinforcing bar is 10 centimetres, and the diameter of the reinforcing bar is 22 millimeters.
Preferably, the angle between the reinforcing bar and the first iron pan is 120 °.
The technical solution that the embodiments of the present invention provide can include the following benefits:
1, pass through rope, reinforcing bar, the first iron pan, the second iron pan, iron hoop, the first fixed screw, hex nut and movable skin
The mating reaction of muscle has achieved the effect that loosening rope reinforcing bar down injects in sediment layer, realizes and measures heavy thickness of slag layer
Function；
2, it by the mating reaction of fixed block, third fixed screw and reinforcing bar, reaches and twists off third fixed screw for steel
The effect that muscle is dismantled from the bottom of the first iron pan realizes the function of being easily installed slot disassembly reinforcing bar, the measurement stake easy to carry
Bottom sediment tool.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of measurement pile bottom sediment tool structural schematic diagram；
Fig. 2 be the utility model proposes a kind of measurement pile bottom sediment tool in the connection structure of iron hoop and screw hole signal
Figure.
In figure: 1 first iron pan, 2 hex nuts, 3 locks, 4 ropes, 5 movable rubber bands, 6 second iron pans, 7 first fixed spiral shells
Silk, 8 second fixed screws, 9 iron hoops, 10 camber fixed blocks, 11 third fixed screws, 12 reinforcing bars, 13 screw holes, 14 impenetrating mouths.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Fig.1-2, a kind of measurement pile bottom sediment tool, including the first iron pan 1, the top and bottom of the first iron pan 1 are equal
It is fixedly connected with hex nut 2, the effect of hex nut 2 is easy for lock 3 and is buckled in hex nut 2, will tie up to the rope on lock 3
Rope 4 is secured together with the first iron pan 1, and two hex nuts 2 are the top and bottom for being fixedly welded on the first iron pan 1 respectively
, guarantee during use, the stability of the fixation between hex nut 2 and the first iron pan 1, during preventing use
Hex nut 2 is disconnected with the first iron pan 1, and the first iron pan 1 is the iron pan than relatively lightweight, guarantees that lightweight iron pan can be swum in
The surface of sediment layer, during measurement, can only reinforcing bar 12 be inserted into the inside of sediment layer.
Wherein, the top of the first iron pan 1 is fixedly connected with the second iron pan 6, and the second iron pan 6 is equipped with right with hex nut 2
The impenetrating mouth 14 answered, the lateral wall of the first iron pan 1 are fixedly connected with iron hoop 9, and the first iron pan 1 passes through multiple first fixed screws 7
It is connect with the second iron pan 6, the first iron pan 1 is connect by multiple second fixed screws 8 with iron hoop 9, convenient for according to the floating of sediment layer
The thickness and area of iron pan required for power calculates are increased by the way that the second iron pan 6 to be fixed to the top of the first iron pan 1
Thickness of first iron pan 1 together with the second iron pan 6 increases by first by the way that iron hoop 9 to be fixed to the lateral wall of the first iron pan 1
The area of iron pan 1 prevents the area of the first iron pan 1 or the too small result for influencing measurement of thickness.
Wherein, the first iron pan 1 connects reinforcing bar 12 by multiple fixed mechanisms, and fixed mechanism includes being fixedly connected on reinforcing bar 12
Multiple camber fixed blocks 10 at top, camber fixed block 10 are connect by two third fixed screws 11 with the first iron pan 1, iron hoop
9 bottom is equipped with multiple screw holes 13 corresponding with third fixed screw 11, and multiple screw holes 13 are with the axle center of the first iron pan 1
Around setting, the length of reinforcing bar 12 is 10 centimetres in the center of circle, and the diameter of reinforcing bar 12 is 22 millimeters, reinforcing bar 12 and the first iron pan 1 it
Between angle be 120 °, by twisting off third fixed screw 11, camber fixed block 10 may be implemented and the first iron pan 1 is detached from and connects
It connecing, reinforcing bar 12 is fixedly welded on camber fixed block 10, and the angle between camber fixed block 10 and reinforcing bar 12 is 120 °,
The inside of pile bottom sediment layer can be inserted into convenient for reinforcing bar 12, the length of reinforcing bar 12 is 10 centimetres, and diameter is 22 millimeters.
Wherein, one of hex nut 2 is connected with rope 4 by lock 3, and the lateral wall fixing sleeve of rope 4 is connected to more
A activity rubber band 5 when measuring ties up to rope 4 on lock 3, it should be noted that the use technology of lock 3 and lock 3 is equal
For the prior art, do not do excessive narration herein, be fixed to by lock 3 on the hex nuts 2 at the top of the first iron pan 1, then into
Row measures for the first time, after measurement, lock 3 is dismantled from the hex nut 2 at 1 top of the first iron pan, is installed to the first iron
It on the hex nut 2 of 1 bottom of disk, carries out second and measures, measurement result is compared it can be concluded that pile bottom sediment layer twice
Thickness.
In the utility model, high-speed rail or highway need to keep road surface face on a horizontal boundary during construction
On face, since original landforms can have the case where being uneven, some relatively high places can be by cutting out surface
Soil horizon carry out place mat, some topographies it is more low-lying place just need drive piles to support road surface, keep road surface in a water
On planar interface, to surface drilling after carry out survey pile bottom sediment layer thickness, see whether compound standard, when measuring,
According to sediment buoyancy calculations iron pan area and thickness, increases on the first iron pan 1 and need the second iron pan 6 of specification with multiple first
Fixed screw 7 is fixed, and increases the thickness of the first iron pan 1, and iron hoop 9 is then fixed on first by the second fixed screw 8
On the lateral wall of iron pan 1, increase the area of the first iron pan 1, rope 4 is tied up on lock 3, lock 3 is fixed to the first iron pan 1
On the hex nut 2 at top, then reinforcing bar 12 is fixed to the bottom of the first iron pan 1 or iron hoop 9, which is extend into stake
Bottom carries out the measurement of first time pile bottom sediment layer, and measuring for the first time is that reinforcing bar 12 is downward, is put into a bottom, utilizes movable rubber band 5
Lock 3 is anchored to 1 bottom of the first iron pan and is located at record by position of the rope 4 at the top of casing after measurement proposes for the first time at this time
On the hex nut 2 of 12 side of reinforcing bar, the device is put into a bottom again, is recorded second using another activity rubber band 5
4 scale of rope, two sides Measurement scales are analyzed；
As scale a=b twice, it was demonstrated that reinforcing bar 12 fails to touch sediment bottom after being inserted into, it was demonstrated that sediment thickness is greater than 10 lis
Rice, is unable to satisfy the requirement of specification 5cm, when scale a ﹤ b twice, sediment depth=10-(b-a), it, can not as scale a ﹥ b twice
Can, lock difference sediment instrument is devised convenient for promoting, in terms of measurement result reliable three from easy to operate, cheap.Binding reinforcement
12 go deep into sediment, lightweight iron pan floats on the principle of sediment surface layer, and reinforcing bar 12 is acquired difference in conjunction with iron pan, learn sediment thickness
Degree, while increasing lock 3 using 4 end of rope and being engaged with the hex nut 2 welded on iron pan, inspection can be completed in same tool
It surveys.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (6)
1. a kind of measurement pile bottom sediment tool, including the first iron pan (1), which is characterized in that the top of first iron pan (1) and
Bottom is fixedly connected to hex nut (2), is fixedly connected with the second iron pan (6) at the top of first iron pan (1), and described
Two iron pans (6) are equipped with impenetrating mouth (14) corresponding with hex nut (2), and the lateral wall of first iron pan (1) is fixedly connected
Having iron hoop (9), first iron pan (1) is inclined to set by multiple fixed mechanisms connection reinforcing bar (12), the reinforcing bar (12),
One of them described hex nut (2) is connected with rope (4) by latching (3), and the lateral wall fixing sleeve of the rope (4) is connected to
Multiple activity rubber bands (5).
2. a kind of measurement pile bottom sediment tool according to claim 1, which is characterized in that first iron pan (1) passes through
Multiple first fixed screws (7) connect with the second iron pan (6).
3. a kind of measurement pile bottom sediment tool according to claim 1, which is characterized in that first iron pan (1) passes through
Multiple second fixed screws (8) connect with iron hoop (9).
4. a kind of measurement pile bottom sediment tool according to claim 1, which is characterized in that the fixed mechanism includes fixing
The multiple camber fixed blocks (10) being connected at the top of reinforcing bar (12), the camber fixed block (10) pass through two third fixed screws
(11) it is connect with the first iron pan (1), the bottom of the iron hoop (9) is equipped with multiple screw holes corresponding with third fixed screw (11)
(13), multiple screw holes (13) are the center of circle around setting using the axle center of the first iron pan (1).
5. a kind of measurement pile bottom sediment tool according to claim 1, which is characterized in that the length of the reinforcing bar (12) is
10 centimetres, and the diameter of the reinforcing bar (12) is 22 millimeters.
6. a kind of measurement pile bottom sediment tool according to claim 1, which is characterized in that the reinforcing bar (12) and the first iron
Angle between disk (1) is 120 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822253915.XU CN209429183U (en) | 2018-12-29 | 2018-12-29 | A kind of measurement pile bottom sediment tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822253915.XU CN209429183U (en) | 2018-12-29 | 2018-12-29 | A kind of measurement pile bottom sediment tool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209429183U true CN209429183U (en) | 2019-09-24 |
Family
ID=67974786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822253915.XU Expired - Fee Related CN209429183U (en) | 2018-12-29 | 2018-12-29 | A kind of measurement pile bottom sediment tool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209429183U (en) |
-
2018
- 2018-12-29 CN CN201822253915.XU patent/CN209429183U/en not_active Expired - Fee Related
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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: 20190924 |