CN106382923A - A layout pile used for mine roads and a layout method thereof - Google Patents
A layout pile used for mine roads and a layout method thereof Download PDFInfo
- Publication number
- CN106382923A CN106382923A CN201610693966.7A CN201610693966A CN106382923A CN 106382923 A CN106382923 A CN 106382923A CN 201610693966 A CN201610693966 A CN 201610693966A CN 106382923 A CN106382923 A CN 106382923A
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- Prior art keywords
- setting
- out stake
- stake
- mark post
- road
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/02—Means for marking measuring points
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- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Road Paving Structures (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
A layout pile used for mine roads and a layout method thereof are disclosed. The layout pile includes an upper fixing part and a lower height marking part. The fixing part includes inserting teeth the lower ends of which are circular cone tops and a treading beam. The inserting teeth include a central inserting tooth and a side inserting tooth which are fixedly connected in a vertical manner to the two ends of the treading beam. The height marking part includes a fixed marking rod the lower end of which is provided with a tray and a mobile marking rod. The top of the central inserting tooth is fixedly connected to the lower end surface of the tray of the marking rod. The center lines of the central inserting tooth, the tray and the fixed marking rod are coincident. The mobile marking rod includes a rod body and a colored light reflecting adhesive tape mark sign covering the upper end of the rod body. The rod body is a tube the lower end of which is opened, the upper end port of which is enclosed by the mark sign, and the inner diameter of which is larger than the outer diameter of the fixed marking rod. During layout construction, the height of filling or excavation can be acquired according to the color and height of the layout pile. The layout pile is simple in structure, low in manufacturing cost, convenient in operation, capable of meeting road construction requirements by one time of layout, and capable of greatly reducing working intensity and working loads of measurement personnel.
Description
Technical field
The present invention relates to the constructing device of mining road and its construction method are and in particular to one kind is applied to surface mine ore deposit
With road laying out stake and its setting out method.
Background technology
Change frequently because surface mine loads and unloads place, transportation route movement is many, and the main fortune in mine route in transport by force
Degree is high, and freight volume is big, and service time is long, therefore, must often surface mine road be built.Due to mining main fortune road
Technical standard require relatively high, therefore main fortune road performance before it is necessary to measure setting-out it is ensured that road by design slope
Degree and width construction；But because main fortune road is affected by topography variation is big, bend ratio is more, the surveying and locating of road needs
Gather more characteristic points and carry out lofting control, thus considerably increase workload.At present, mine build main fortune road when
Wait, the surveying and locating method of commonly used ordinary municipal road, first measure according to the road collection horizontal coordinate of design
Setting-out embedded measurement stake, control the direction of road, then arrange survey crew to follow the tracks of the construction of road, provide construction section at any time
Fill out excavation height, instruct the construction of road；But due to mining road to the error requirements of road width and the gradient well below
The technical standard of urban road, so necessarily increases the unnecessary workload of survey crew, the daily production in impact mine measurement work
Make.
Content of the invention
When the purpose of the present invention is that the working strength existing for the main fortune road survey setting-out work of existing mine is big, takies
Between long, impact mine daily production measurement work the problems such as, provide that a kind of structure is simple, low manufacture cost, using easy to operate,
Can achieve that a setting-out pile anchoring can meet the mining road laying out stake of requirement and its setting out method of road construction, to reduce survey
The working strength of amount personnel and workload, both can ensure that the standard of surveying and locating on-the-job satisfaction road construction required moreover it is possible to reduce
The impact to mine daily production measurement work for the surveying and locating work of road.
For realizing object above, the setting-out stake of a kind of mining road laying out stake of the present invention and its setting out method is included positioned at upper
The fixed part of side and underlying absolute altitude portion；Described fixed part includes insertion tooth and foot steps on beam；Under described insertion tooth adopts
Hold the reinforcing bar for epiconus, during setting-out pile anchoring, be inserted fully in soil, for guaranteeing to fix setting-out stake, its length
15cm, this insertion tooth includes center insertion tooth and side insertion tooth；Hang down in one end that described center insertion tooth upper end and foot step on beam
Directly be fixedly connected, foot step on beam the other end vertical with side insertion tooth be fixedly connected, this foot is stepped on beam and is adopted diameter and insertion tooth
Major diameter identical reinforcing bar, its length 6cm, to meet the requirement that single foot is treaded；Described absolute altitude portion includes fixed pole, fixation
Mark post pallet in fixed pole lower end and mobile mark post；Foot step on beam near center insert the top of increment and center insertion tooth with
The lower surface of mark post pallet is fixedly connected, and described fixed pole, mark post pallet are overlapped with the centrage of center insertion tooth three；Institute
The mobile mark post stated includes the body of rod and is wrapped in body of rod top colored Reflective adhesive tape sign label, and the described body of rod is a lower end
Opening, upper port be labeled sealing close, internal diameter be more than fixed pole external diameter pipe.
Described mark post pallet adopts the circular tagger of a diameter of 2cm.
The whole bar surface of described fixed pole all scribbles colored reflectorised paint.
Described fixed pole adopts the steel pipe of the top seal that a diameter of 16mm, length are 300mm.
The described body of rod adopts the pvc pipe that internal diameter is 20mm.
The described body of rod has tetra- kinds of length of 0.6m, 0.9m, 1.2m and 1.5m respectively.
The technical scheme of the setting out method of a kind of mining road laying out stake of the present invention and its setting out method is：
When setting-out stake is not added with mobile mark post, the only embankment of instruction 300mm or excavation height；The reflectorised paint of fixed pole has red
Two kinds of color, yellow, the fixed pole wherein brushing red reflectorised paint represents embankment, and the fixed pole of brushing yellow reflectorised paint represents
Excavation；When adding mobile mark post in setting-out stake, the body of rod lower end mouth of pipe can cover fixed pole and directly be connected with mark post pallet
Connect, can according to field lofting filling out or dig height, select immediate body of rod length, the body of rod upper port closing can prevent rainwater fill
Enter inside mobile mark post, indicating the adopted Reflective adhesive tape of label has redness, two kinds of colors of yellow, wherein posts red Reflective adhesive tape
Mobile mark post represent embankment, the mobile mark post posting yellow Reflective adhesive tape represents excavation；
Setting-out operating procedure is as follows：
（1）The three-dimensional coordinate of the design drawing collection highway sideline according to road, and determine the setting-out stake quantity of needs, determine simultaneously
Need embankment, the respective quantity of excavation setting-out stake, and the quantity of different types of mobile mark post；For embankment or excavation height
Characteristic point less than 0.15m at the scene setting-out when, this feature point using stone press little red flag by the way of mark；Field lofting
When only setting-out stake is buried to the unilateral sideline of road, opposite side sideline can be in the way of pressing little red flag using stone, control road
Width；
（2）Carry out field lofting using RTK measuring instrument, RTK can automatically show each layout point fill out excavation height, according to RTK
The height value providing, selects the setting-out stake height being consistent most with it；When setting-out stake is buried, hold the fixed pole of setting-out stake
And keep setting-out stake to be vertical, and the step on foot of setting-out stake of single foot steps on beam, by fully-inserted for the fixed part of setting-out stake soil,
Setting-out stake is buried after finishing, and more than earth's surface can only see setting-out pile beacon lever bracket disk and its above part；When filling out of showing of RTK is dug
When Fang Gaodu is more than 0.3, then add mobile mark post；
（3）When carrying out road construction, if workmen sees that the setting-out stake of construction location is redness, illustrate to need embankment at this,
The height of embankment is the height of setting-out stake, and that is, after the completion of embankment, the road surface of road and the top of setting-out stake are in sustained height；If
Workmen sees that the setting-out stake of construction location is yellow, illustrates to need excavation at this, excavation depth is the length of setting-out stake, applies
Setting-out stake at this, in construction, can be extracted by workman person, setting-out stake is inverted, mark post tray upper surface close proximity to ground, puts
Sample stake top portion is the design height on road surface at this；Setting-out stake is turned back to original place after finishing by construction, so that the checking of survey crew
Check.
Brief description
Fig. 1 is the fixed part of a kind of mining road laying out stake and the fixed pole structural representation of the present invention.
Fig. 2 is the mobile mark post structural representation for 0.6m for the length of a kind of mining road laying out stake according to the present invention.
Reference：Fixed part 1, absolute altitude portion 2, insertion tooth 11, foot are stepped on beam 12, mark post pallet 21, fixed pole 22, are moved
Mark post 23, center insertion tooth 111, side insertion tooth 112, the body of rod 231 and sign label 232.
Specific embodiment
With reference to the accompanying drawings and detailed description mining road laying out a kind of to present invention stake and its setting out method make into
One step describes in detail.
As shown in Figure 1 and 2, one of present invention mining road laying out stake, it includes fixed part 1 above and position
Absolute altitude portion 2 in lower section；Described fixed part 1 includes insertion tooth 11 and foot steps on beam 12；It is circle that described insertion tooth 11 adopts lower end
The reinforcing bar of cone, during setting-out pile anchoring, is inserted fully in soil, for guaranteeing to fix setting-out stake, its length 15cm,
This insertion tooth 11 includes center insertion tooth 111 and side insertion tooth 112；Described center insertion tooth 111 upper end and foot step on beam 12
One end is vertically fixedly connected, foot step on beam 12 the other end vertical with side insertion tooth 112 be fixedly connected, this foot steps on beam 12 using straight
Footpath and insertion tooth 11 maximum gauge identical reinforcing bar, its length 6cm, to meet the requirement that single foot is treaded；Described absolute altitude portion bag
Include fixed pole 22, the mark post pallet 21 being fixed on fixed pole 22 lower end and mobile mark post 23, described mark post pallet 21 adopts
The circular tagger of a diameter of 2cm, the whole bar surface of described fixed pole 22 scribbles redness or yellow reflectorised paint, this fixed pole
22 steel pipes adopting the top seal that a diameter of 16mm, length are 300mm；Foot step on beam 12 near center insertion tooth 111 end and in
The top of heart insertion tooth 111 is fixedly connected with the lower surface of mark post pallet 21, described fixed pole 22, mark post pallet 21 and center
The centrage of insertion tooth 111 three overlaps；Described mobile mark post 23 includes the body of rod 231 and is wrapped in the body of rod 231 upper bands face
The Reflective adhesive tape of color indicates label 232, and the described body of rod 231 is a lower ending opening, upper port is labeled label 232 closing, internal diameter is
The pvc pipe of 20mm, has tetra- kinds of length of 0.6m, 0.9m, 1.2m and 1.5m respectively.
When the geological conditions of road is poor, the length of lengthening insertion tooth 11 that should be suitable.
The technical scheme of the setting out method that the present invention is matched with above-mentioned mining road laying out stake is：
When setting-out stake is not added with mobile mark post 23, the only embankment of instruction 300mm or excavation height；The reflectorised paint of fixed pole 22
There is two kinds of redness, yellow, the fixed pole 22 wherein brushing red reflectorised paint represents embankment, the fixing mark of brushing yellow reflectorised paint
Bar 22 represents excavation；
When adding mobile mark post 23 in setting-out stake, the body of rod 231 lower end mouth of pipe can cover fixed pole 22 directly and mark post support
Disk 21 is connected, can according to field lofting filling out or dig height, select the immediate body of rod 231 length, the body of rod 231 upper port seal
Close and can prevent rainwater from pouring into inside mobile mark post 23, sign signs 232 Reflective adhesive tape being adopted redness, two kinds of colors of yellow,
The mobile mark post 23 wherein posting red Reflective adhesive tape represents embankment, and mobile mark post 23 representative posting yellow Reflective adhesive tape is dug
Side；
Setting-out operating procedure is as follows：
（1）The three-dimensional coordinate of the design drawing collection highway sideline according to road, and determine the setting-out stake quantity of needs, determine simultaneously
Need embankment, the respective quantity of excavation setting-out stake, and the quantity of different types of mobile mark post 23；High for embankment or excavation
Degree less than 0.15m characteristic point at the scene setting-out when, this feature point using stone press little red flag by the way of mark；Note existing
During the setting-out of field, only setting-out stake is buried to the unilateral sideline of road, opposite side sideline can be in the way of pressing little red flag using stone, control
The width of road processed.
（2）Carry out field lofting using RTK measuring instrument, RTK can automatically show each layout point fill out excavation height, according to
The height value that RTK provides, selects the setting-out stake height being consistent most with it；When setting-out stake is buried, hold the fixation of setting-out stake
Mark post 22 simultaneously keeps setting-out stake to be vertical, and the step on foot of setting-out stake of single foot steps on beam 12, will be completely slotting for the fixed part 1 of setting-out stake
Enter in soil, setting-out stake is buried after finishing, and more than earth's surface can only see setting-out pile beacon lever bracket disk 21 and its above part；When
When what RTK showed fills out excavation height more than 0.3, then add mobile mark post 23.
（3）When carrying out road construction, if workmen sees that the setting-out stake of construction location is redness, illustrate to need at this to fill out
Side, the height of embankment is the height of setting-out stake, and that is, after the completion of embankment, the road surface of road and the top of setting-out stake are in sustained height；
If workmen sees that the setting-out stake of construction location is yellow, illustrate to need excavation at this, excavation depth is the length of setting-out stake,
Setting-out stake at this, in construction, can be extracted by workmen, setting-out stake is inverted, mark post pallet 21 upper surface is closely
Face, setting-out stake top portion is the design height on road surface at this；Setting-out stake is turned back to original place after finishing by construction, so that survey crew
Check inspection.
Claims (7)
1. a kind of mining road laying out stake, is characterized in that：It includes fixed part above and underlying absolute altitude portion；Institute
State that fixed part includes insertion tooth and foot steps on beam；Described insertion tooth adopts the reinforcing bar that lower end is epiconus, during setting-out pile anchoring, by it
In fully-inserted soil, for guaranteeing to fix setting-out stake, its length 15cm, this insertion tooth includes center insertion tooth and side
Side insertion tooth；One end that beam is stepped on foot in described center insertion tooth upper end is vertical to be fixedly connected, and foot steps on the other end of beam and side is inserted
Enter tooth to be vertically fixedly connected, this foot is stepped on beam and adopted diameter and insertion tooth maximum gauge identical reinforcing bar, and its length 6cm, with full
The requirement that foot list foot is treaded；Described absolute altitude portion includes fixed pole, the mark post pallet being fixed on fixed pole lower end and mobile mark
Bar；Foot is stepped on beam and is fixedly connected with the lower surface of mark post pallet with the top of center insertion tooth near center insertion increment, described solid
Calibration bar, mark post pallet are overlapped with the centrage of center insertion tooth three；Described mobile mark post includes the body of rod and is wrapped in bar
Body top colored Reflective adhesive tape indicates to be signed, the described body of rod be a lower ending opening, upper port be labeled sealing close, internal diameter big
Pipe in fixed pole external diameter.
2. a kind of mining road laying out stake as claimed in claim 1, is characterized in that：Described mark post pallet adopts a diameter of 2cm
Circular tagger.
3. a kind of mining road laying out stake as claimed in claim 1, is characterized in that：The whole bar surface of described fixed pole all scribbles
Colored reflectorised paint.
4. a kind of mining road laying out stake as described in claim 1 or 3, is characterized in that：Described fixed pole adopts a diameter of
16mm, length are the steel pipe of the top seal of 300mm.
5. a kind of mining road laying out stake as claimed in claim 1, is characterized in that：It is 20mm's that the described body of rod adopts internal diameter
Pvc pipe.
6. a kind of mining road laying out stake as described in claim 1 or 5, is characterized in that：The described body of rod have respectively 0.6m, 0.9m,
Tetra- kinds of length of 1.2m and 1.5m.
7. a kind of setting out method of mining as claimed in claim 1 road laying out stake, when setting-out stake is not added with mobile mark post, only
Indicate embankment or the excavation height of 300mm；The reflectorised paint of fixed pole has two kinds of redness, yellow, wherein brushes red reflectorised paint
Fixed pole represent embankment, the fixed pole of brushing yellow reflectorised paint represents excavation；When mobile mark post is added on setting-out stake,
The body of rod lower end mouth of pipe can cover fixed pole and directly be connected with mark post pallet, can according to field lofting fill out or dig height,
Select immediate body of rod length, the closing of body of rod upper port can prevent rainwater from pouring into inside mobile mark post, indicates what label were adopted
Reflective adhesive tape has redness, two kinds of colors of yellow, and the mobile mark post wherein posting red Reflective adhesive tape represents embankment, posts yellow anti-
The mobile mark post of light adhesive tape represents excavation；It is characterized in that：The setting out method of road laying out stake that this is mining operates according to the following steps：
（1）The three-dimensional coordinate of the design drawing collection highway sideline according to road, and determine the setting-out stake quantity of needs, determine simultaneously
Need embankment, the respective quantity of excavation setting-out stake, and the quantity of different types of mobile mark post；For embankment or excavation height
Characteristic point less than 0.15m at the scene setting-out when, this feature point using stone press little red flag by the way of mark；Field lofting
When only setting-out stake is buried to the unilateral sideline of road, opposite side sideline can be in the way of pressing little red flag using stone, control road
Width；
（2）Carry out field lofting using RTK measuring instrument, RTK can automatically show each layout point fill out excavation height, according to RTK
The height value providing, selects the setting-out stake height being consistent most with it；When setting-out stake is buried, hold the fixed pole of setting-out stake
And keep setting-out stake to be vertical, and the step on foot of setting-out stake of single foot steps on beam, by fully-inserted for the fixed part of setting-out stake soil,
Setting-out stake is buried after finishing, and more than earth's surface can only see setting-out pile beacon lever bracket disk and its above part；When filling out of showing of RTK is dug
When Fang Gaodu is more than 0.3, then add mobile mark post；
（3）When carrying out road construction, if workmen sees that the setting-out stake of construction location is redness, illustrate to need embankment at this,
The height of embankment is the height of setting-out stake, and that is, after the completion of embankment, the road surface of road and the top of setting-out stake are in sustained height；If
Workmen sees that the setting-out stake of construction location is yellow, illustrates to need excavation at this, excavation depth is the length of setting-out stake, applies
Setting-out stake at this, in construction, can be extracted by workman person, setting-out stake is inverted, mark post tray upper surface close proximity to ground, puts
Sample stake top portion is the design height on road surface at this；Setting-out stake is turned back to original place after finishing by construction, so that the checking of survey crew
Check.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610693966.7A CN106382923B (en) | 2016-08-22 | 2016-08-22 | A kind of mining road laying out stake and its setting out method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610693966.7A CN106382923B (en) | 2016-08-22 | 2016-08-22 | A kind of mining road laying out stake and its setting out method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106382923A true CN106382923A (en) | 2017-02-08 |
| CN106382923B CN106382923B (en) | 2018-10-19 |
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| CN201610693966.7A Active CN106382923B (en) | 2016-08-22 | 2016-08-22 | A kind of mining road laying out stake and its setting out method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869000A (en) * | 2017-04-11 | 2017-06-20 | 中交第二航务工程局有限公司 | A kind of device and setting out method for roadbed setting-out |
| CN107992653A (en) * | 2017-11-20 | 2018-05-04 | 上海华测导航技术股份有限公司 | A kind of side slope setting-out system and side slope setting out method |
| CN109930834A (en) * | 2019-03-19 | 2019-06-25 | 汉锦科技（北京）有限公司 | A kind of guiding construction method directly positioning construction point |
| CN111236239A (en) * | 2020-01-10 | 2020-06-05 | 深圳市蛇口招商港湾工程有限公司 | Earth and stone square migration method based on nearest distance priority |
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| CN104389416A (en) * | 2014-12-11 | 2015-03-04 | 韩翼 | Decoration scaffold with fixed piles |
| CN105862710A (en) * | 2016-04-06 | 2016-08-17 | 浙江水利水电学院 | Drain board used for reclaimed coastal region treatment and construction method |
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| JPS56146516A (en) * | 1980-04-14 | 1981-11-14 | Toyo Pairu Fume Kan Seisakusho:Kk | Foundation work and foundation pile |
| JPH10195863A (en) * | 1996-12-28 | 1998-07-28 | Fukudagumi:Kk | Ground strengthening method |
| CN1862224A (en) * | 2006-06-13 | 2006-11-15 | 赵建科 | Optical transit of trisection of angle |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869000A (en) * | 2017-04-11 | 2017-06-20 | 中交第二航务工程局有限公司 | A kind of device and setting out method for roadbed setting-out |
| CN107992653A (en) * | 2017-11-20 | 2018-05-04 | 上海华测导航技术股份有限公司 | A kind of side slope setting-out system and side slope setting out method |
| CN109930834A (en) * | 2019-03-19 | 2019-06-25 | 汉锦科技（北京）有限公司 | A kind of guiding construction method directly positioning construction point |
| CN111236239A (en) * | 2020-01-10 | 2020-06-05 | 深圳市蛇口招商港湾工程有限公司 | Earth and stone square migration method based on nearest distance priority |
| CN111236239B (en) * | 2020-01-10 | 2022-01-25 | 深圳市蛇口招商港湾工程有限公司 | Earth and stone square migration method based on nearest distance priority |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106382923B (en) | 2018-10-19 |
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Effective date of registration: 20191212 Address after: No.18 community, border economic cooperation zone, Hunchun City, Yanbian Korean Autonomous Prefecture, Jilin Province Patentee after: Hunchun Zijin Mining Industry Co., Ltd. Address before: 364200 Zijin building, No. 1 Zijin Road, Shanghang County, Fujian, Longyan Patentee before: Zijin Mining-Industry Group Corp. |