CN207879321U - A kind of portable stake holes detection device of artificial digging pile - Google Patents
A kind of portable stake holes detection device of artificial digging pile Download PDFInfo
- Publication number
- CN207879321U CN207879321U CN201721756906.1U CN201721756906U CN207879321U CN 207879321 U CN207879321 U CN 207879321U CN 201721756906 U CN201721756906 U CN 201721756906U CN 207879321 U CN207879321 U CN 207879321U
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- Prior art keywords
- stake holes
- rope
- locking plate
- rib
- muscle
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- 238000001514 detection method Methods 0.000 title claims abstract description 29
- 238000012360 testing method Methods 0.000 claims abstract description 9
- 210000003205 muscle Anatomy 0.000 claims description 38
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 230000005526 G1 to G0 transition Effects 0.000 claims description 3
- 239000011148 porous material Substances 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 230000003028 elevating effect Effects 0.000 abstract description 2
- 238000003908 quality control method Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Geophysics And Detection Of Objects (AREA)
Abstract
The utility model discloses a kind of portable stake holes detection devices of artificial digging pile, including lifting device, locking plate, hole diameter detection apparatus and testing apparatus for verticality, hole diameter detection apparatus and testing apparatus for verticality may be contained in stake holes and be connected respectively with locking plate by rope, hole diameter detection apparatus ensures caisson diameter, vertical detection device ensures that borehole pile verticality, lifting device are set to stake holes mouth and are connected to control its integral elevating with locking plate by rope.The present apparatus can constantly check stake holes diameter and verticality in borehole work progress, and quality control on construction requirement is directly met after pore-forming.And device processing itself is simple, and accessory is easy to get, and operation is easy, and securely and reliably, is applicable to most manual digging pile construction.
Description
Technical field
The utility model is related to building engineering equipment technical field, especially a kind of manual digging pile construction auxiliary tool.
Background technology
Artificial digging pile is the pore-forming by the way of hand digging, carries out placement steel reinforcement cage, casting concrete pile later
A kind of technique.Its technique is more ripe, more suitable for timber pile diameter, the pressure that can be carried, so using commonplace.In people
During work borehole, because artificial construction exists compared with multiple error, therefore the case where cannot be guaranteed there are aperture, verticality.General solution
Method certainly has：Inspecting hole device, is usually detected after pore-forming, but detects the unqualified rectification that will do over again；It constructed
Journey repetition measurement carries out verticality and aperture repetition measurement, but both influences project progress in the construction process, increases cost, and operate
It is very troublesome, the very big security risk of presence when construction personnel operates.A kind of effective method does not go to solve above-mentioned
Problem.
Utility model content
The utility model is in view of the above-mentioned problems, provide a kind of portable stake holes detection device of artificial digging pile.
The purpose of this utility model can be realized by following technical proposals：A kind of portable stake holes inspection of artificial digging pile
Survey device, including lifting device, locking plate, hole diameter detection apparatus and testing apparatus for verticality；
Lifting device includes fixing muscle, pulley and shaped steel and the first rope, and fixing muscle is set to one end of shaped steel, and pulley occupies
In be fixed on shaped steel, one end of the first rope ties up in fixing muscle, and the other end of the first rope is around pulley and passes through shaped steel
After to hang be connection locking plate；
Hole diameter detection apparatus includes radial cross-rib, circumferential muscle, vertical stud, bearing rod and the second rope, circumferential muscle with
In same plane, circumferential muscle is surrounded on radial cross-rib and is connected with radial cross-rib radial cross-rib, circumferential muscle and radial ten
Whole hang lies on locking plate by the second rope is connected with locking plate respectively for four connected junctions of word muscle, circumferential muscle upper edge ring
The vertical stud of uniformly distributed multiple vertical directions, each vertical stud is by bearing rod come stationary phase for the position of circumferential muscle；
Testing apparatus for verticality includes sash weight and third rope, and sash weight is hung by third rope and lain on locking plate.
Further, the locking plate is a steel plate, and locking plate is equipped with keyhole.
Further, the position of lower first rope is being needed to be equipped with groove on the shaped steel.
Further, the circumferential muscle upper edge ring is evenly distributed with the vertical stud of four vertical directions, four vertical stud difference
It is arranged in four junctions that circumferential muscle is connected with radial cross-rib.
Further, the sash weight bottom is higher than the radial cross-rib of hole diameter detection apparatus.
Further, the radial cross-rib is replaced by silk thread.
Compared with prior art, the utility model has the advantage of：It is simple in structure, easily fabricated, use flexibly, can and
When borehole hole is measured and is checked, ensure to have dug aperture and the verticality of stake holes, it is possible to prevente effectively from backbreaking, being few
It digs, dig inclined quality problems, the human and material resources and financial resources of large-scale inspecting hole device later stage inspecting hole can be greatly reduced, it can be to avoid people
Work borehole because aperture not enough or deviate caused by rework problems, to improve construction efficiency, it is cost-effective play it is very important
Effect, and it is safe and reliable.
Description of the drawings
Fig. 1 is the structural facades figure of the utility model stake holes detection device.
Fig. 2 is the vertical view of hole diameter detection apparatus.
Fig. 3 is the schematic diagram that the utility model stake holes detection device uses in qualified stake holes.
Fig. 4 is the schematic diagram that the utility model stake holes detection device uses in unqualified stake holes.
It is marked in figure as follows：
1 fixing muscle, 2 pulleys, 3 shaped steel, 4 locking plates, 5 sash weights, 6 radial cross-ribs, 7 circumferential muscle, 8 vertical studs, 9 erect
Muscle.
Specific implementation mode
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing, those skilled in the art is made to become apparent from
How ground understanding puts into practice the utility model.Although describing the utility model in conjunction with its preferred embodiment, these
Embodiment only illustrates, rather than limits the scope of the utility model.
Referring to Fig. 1 and Fig. 2, the portable stake holes detection device of artificial digging pile, including lifting device, locking plate 4, Pore Diameter Detection
Device and testing apparatus for verticality, hole diameter detection apparatus and testing apparatus for verticality may be contained in stake holes and respectively with locking plate 4
It is connected, lifting device is set to stake holes mouth and is connected with locking plate 4 to control its integral elevating.
Locking plate 4 is the steel plate of a 30cm*5cm*1cm, and locking plate 4 is equipped with the first keyhole set gradually from top to bottom, the
Two keyholes and third keyhole.
Lifting device includes fixing muscle 1, pulley 2, shaped steel 3 and the first rope, and shaped steel 3 is voluntarily selected according to tool weight,
Fixing muscle 1 is set to one end of shaped steel 3, and pulley 2 is secured centrally on shaped steel 3, is stringent control stake holes eccentricity issues, shaped steel 3
On in the position for needing lower rope be equipped with groove, groove is located in stake holes center, ensures that stake holes is not eccentric during borehole, with
This further increases the quality control of stake holes.One end of first rope ties up in fixing muscle 1, and the other end of the first rope is around cunning
Wheel 2 and after sequentially passing through the first keyhole on the groove and locking plate 4 of shaped steel 3, ties up on the second keyhole on locking plate 4.
Hole diameter detection apparatus includes radial cross-rib 6, circumferential muscle 7, vertical stud 8, bearing rod 9 and the second rope, circumferential direction
Muscle 7 is with radial cross-rib 6 in same plane, and circumferential muscle 7 is surrounded on radial cross-rib 6 and is connected with radial cross-rib 6, circumferential muscle
7 four junctions being connected with radial cross-rib 6 are connected by the second rope with locking plate 4 respectively, and one end of the second rope ties up to
The junction of connection circumferential muscle 7 and radial cross-rib 6, the other end of the second rope tie up on the second keyhole of locking plate 4, circumferential muscle
7 upper edge rings are evenly distributed with the vertical stud 8 of four vertical directions, and each vertical stud 8 is by bearing rod 9 come stationary phase for circumferential muscle
7 position, four vertical studs 8 can be separately positioned on four junctions that circumferential muscle 7 is connected with radial cross-rib 6.It is circumferential
It is 16 screw-thread steels of φ of length 1m that muscle 7, which uses 20 screw-thread steels of φ, vertical stud 8, and cross-rib and bearing rod 9 are the round steel of φ 12,
Radial cross-rib 6 can be replaced with silk thread when dug stake holes diameter is little, to reduce the tool weight and expand stake holes up and down
Personnel channel.Vertical stud 8 is bonded the aperture that stake holes hole wall ensures stake holes with this in lifting process, referring to Fig. 3.
Testing apparatus for verticality includes sash weight 5 and third rope, and one end of third rope ties up on sash weight 5, third rope
The other end tie up on third keyhole, 5 bottom of sash weight be higher than hole diameter detection apparatus radial cross-rib 6.When stake holes deviates
Afterwards, referring to Fig. 4, the inclination of third rope itself drives locking plate 4 to tilt, and the sash weight 5 at this moment tied up on 4 third keyhole of locking plate will
Relatively radially there is offset in the center of cross-rib 6, and how much caisson adjustment is carried out according to the direction of offset and offset.It is applying
It can be carried out review and control during work, improve construction quality, reduce difficulty of construction.
It should be pointed out that for the utility model through absolutely proving, can also have a variety of transformation and the implementation of remodeling
Scheme, it is not limited to the specific embodiment of the above embodiment.Above-described embodiment as just the utility model explanation, and
It is not limitations of the present invention.In short, the scope of protection of the utility model should be including those for ordinary skill
It obviously converts or substitutes and retrofit for personnel, and be determined by the appended claims.
Claims (6)
1. a kind of portable stake holes detection device of artificial digging pile, which is characterized in that including lifting device, locking plate, Pore Diameter Detection
Device and testing apparatus for verticality；
Lifting device includes fixing muscle, pulley and shaped steel and the first rope, and fixing muscle is set to one end of shaped steel, and pulley is solid between two parties
Due on shaped steel, one end of the first rope ties up in fixing muscle, and the other end of the first rope hangs around pulley and after shaped steel
System's connection locking plate；
Hole diameter detection apparatus includes radial cross-rib, circumferential muscle, vertical stud, bearing rod and the second rope, circumferential muscle and radial direction
In same plane, circumferential muscle is surrounded on radial cross-rib and is connected with radial cross-rib cross-rib, circumferential muscle and radial cross-rib
Whole hang lies on locking plate by the second rope is connected with locking plate respectively for four connected junctions, and circumferential muscle upper edge ring is uniformly distributed
The vertical stud of multiple vertical directions, each vertical stud is by bearing rod come stationary phase for the position of circumferential muscle；
Testing apparatus for verticality includes sash weight and third rope, and sash weight is hung by third rope and lain on locking plate.
2. the portable stake holes detection device of artificial digging pile according to claim 1, which is characterized in that the locking plate is one
Steel plate, locking plate are equipped with keyhole.
3. the portable stake holes detection device of artificial digging pile according to claim 1, which is characterized in that on the shaped steel
The position of lower first rope is needed to be equipped with groove.
4. the portable stake holes detection device of artificial digging pile according to claim 1, which is characterized in that on the circumferential direction muscle
The vertical stud of four vertical directions is evenly distributed with along ring, four vertical studs are separately positioned on what circumferential muscle was connected with radial cross-rib
Four junctions.
5. the portable stake holes detection device of artificial digging pile according to claim 1, which is characterized in that the sash weight bottom
Higher than the radial cross-rib of hole diameter detection apparatus.
6. according to any portable stake holes detection devices of artificial digging pile of claim 1-5, which is characterized in that the diameter
It is replaced to cross-rib by silk thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721756906.1U CN207879321U (en) | 2017-12-15 | 2017-12-15 | A kind of portable stake holes detection device of artificial digging pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721756906.1U CN207879321U (en) | 2017-12-15 | 2017-12-15 | A kind of portable stake holes detection device of artificial digging pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207879321U true CN207879321U (en) | 2018-09-18 |
Family
ID=63501770
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721756906.1U Expired - Fee Related CN207879321U (en) | 2017-12-15 | 2017-12-15 | A kind of portable stake holes detection device of artificial digging pile |
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| CN (1) | CN207879321U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109059835A (en) * | 2018-09-21 | 2018-12-21 | 温州铭嘉建设工程监理有限公司 | A kind of construction supervision stake holes aperture detection system |
| 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 |
| CN113701735A (en) * | 2021-08-26 | 2021-11-26 | 中建八局第二建设有限公司 | Pile hole perpendicularity detection device and pile hole perpendicularity detection method |
| CN113958308A (en) * | 2021-09-29 | 2022-01-21 | 中建八局西南建设工程有限公司 | Manual hole digging pile verticality measuring device |
| CN116220662A (en) * | 2023-04-07 | 2023-06-06 | 成都西南交通大学设计研究院有限公司郑州分公司 | Road bridge construction pile hole rechecking device and use method thereof |
-
2017
- 2017-12-15 CN CN201721756906.1U patent/CN207879321U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109059835A (en) * | 2018-09-21 | 2018-12-21 | 温州铭嘉建设工程监理有限公司 | A kind of construction supervision stake holes aperture detection system |
| 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 |
| CN113701735A (en) * | 2021-08-26 | 2021-11-26 | 中建八局第二建设有限公司 | Pile hole perpendicularity detection device and pile hole perpendicularity detection method |
| CN113958308A (en) * | 2021-09-29 | 2022-01-21 | 中建八局西南建设工程有限公司 | Manual hole digging pile verticality measuring device |
| CN116220662A (en) * | 2023-04-07 | 2023-06-06 | 成都西南交通大学设计研究院有限公司郑州分公司 | Road bridge construction pile hole rechecking device and use method thereof |
| CN116220662B (en) * | 2023-04-07 | 2024-04-09 | 成都西南交通大学设计研究院有限公司郑州分公司 | Road bridge construction pile hole rechecking device and use method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180918 |
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| CF01 | Termination of patent right due to non-payment of annual fee |