CN110485936A - A kind of mobile side slope drilling platform - Google Patents
A kind of mobile side slope drilling platform Download PDFInfo
- Publication number
- CN110485936A CN110485936A CN201910648681.5A CN201910648681A CN110485936A CN 110485936 A CN110485936 A CN 110485936A CN 201910648681 A CN201910648681 A CN 201910648681A CN 110485936 A CN110485936 A CN 110485936A
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- China
- Prior art keywords
- side slope
- drilling platform
- wirerope
- slope drilling
- platform according
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- 238000005553 drilling Methods 0.000 title claims abstract description 64
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 238000010276 construction Methods 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 description 3
- 241001282153 Scopelogadus mizolepis Species 0.000 description 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
- E21B15/003—Supports for the drilling machine, e.g. derricks or masts adapted to be moved on their substructure, e.g. with skidding means; adapted to drill a plurality of wells
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Earth Drilling (AREA)
Abstract
A kind of mobile side slope drilling platform is adapted to displaceably be positioned relative to side slope to be onstructed.The ontology skeleton of the side slope drilling platform by wirerope be set to side slope to be onstructed and position fixed link more higher than region to be onstructed in the side slope is connect, wherein one end of the wirerope would be fixedly, stationarily connected to the corresponding fixed link by clip, the other end of the wirerope is bonded the ontology skeleton by clip and chain block, makes it possible to by pulling the chain block that the drilling platform is moved to position appropriate.
Description
Technical field
The invention belongs to build/construction of the highway field, it is related to a kind of mobile side slope drilling platform, is particularly suitable for
The armature boring of high slope is constructed.
Background technique
During high slope armature boring, using manually with slope overlap joint steel pipe scaffold support and hidden hole drilling drill
Construction, since side slope step space is small, basis is uneven, and planarization and solidness are poor, leads to steel pipe scaffold support construction
Structural soundness it is poor；And engineering slope area is big, frame body sets up that project amount is huge, and side slope is higher, and frame pipe during setting up is buckled
The materials such as part need to gradually be transported by large-scale crane.
Consuming is a large amount of mechanical, artificial, and practice of construction takes a long time, and overall efficiency is low, artificial spelling assembly and disassembly steel pipe feet
The time-consuming effort of hand cradle, safety is poor, is affected to construction period, also influences the construction of subsequent handling；There are also bored due to anchor pole
Hidden hole drilling needed for hole is self-possessed 600 jin, and by manpower, mobile hidden hole drilling difficulty is larger on the landing stage of scaffold, when expending longer
Between, cause the delay of artificial waste and duration.Especially for the more aobvious protrusion of disadvantage above higher-height side slope.
Summary of the invention
In view of the above-mentioned problems in the prior art, the purpose of the present invention is to provide a kind of mobile side slopes to drill
Platform is adapted to displaceably be positioned relative to side slope to be onstructed.The side slope drilling platform
Ontology skeleton by wirerope be set to side slope to be onstructed and fixation more higher than regional location to be onstructed in the side slope
Bar is connected, wherein one end of the wirerope would be fixedly, stationarily connected to the corresponding fixed link by clip, the wirerope
The other end is bonded the ontology skeleton by clip and chain block, makes it possible to by pulling the chain block by institute
It states drilling platform and is moved to position appropriate.
Preferably, the ontology skeleton of the side slope drilling platform is configured to # type frame structure, the side slope drilling platform
Including operator standing part, drilling machine receiving portion and sled type end, the drilling machine receiving portion is located at the ontology bone
The center of frame, the operator standing part are located at the two sides of the drilling machine receiving portion, and sled type end is arranged in institute
State a side of ontology skeleton.
Preferably, the ontology skeleton includes two the first beams that are opposite and erectting setting and four perpendicular to described first
Second beam of beam, four second beams constitute top plane layer and lower, planar layer two-by-two respectively.Each first Liang Bao
Include the lateral long side component and two vertical short side components that two are parallel to each other, one of them vertical arc-shaped knot of short side component
Structure, constitutes sled type end member, and multiple sled type end members form sled type end, the sled type side by side
End structure is adapted at the gradient of side slope to be onstructed.The other end of the wirerope is connected to composition top plane layer
Second beam appropriate location.
Preferably, the operator standing part is by being laid on two second beams for constituting the lower, planar layer
Two groups of steel pipes/reinforcing bar constitute, interval between two groups of steel pipe/reinforcing bars and described in constituting next to the steel pipe/reinforcing bar at interval
Drilling machine receiving portion, each steel pipe respectively with first Liangping row.
Preferably, the side slope drilling platform is separately connected by three wirerope and three fixed links, wherein two
Root wirerope is symmetrically attached on second beam of sled type end, and another steel cable is connected to far from institute
It states on that described second beam of sled type end.
Preferably, the clip is U-shaped buckle.
Preferably, the length of first beam is 2000 millimeters, and the length of second beam is 1500 millimeters.It is laid on
The width being spaced between two groups of steel pipe/reinforcing bars on two beams is 500 millimeters.
The production of above-mentioned side slope drilling platform, easy to operate, movement is very convenient in side slope, eliminates installation, disassembly
The time for overlapping steel pipe scaffold facilitates the movement of drilling machine, saves manually, construction safety substantially increases construction efficiency and warp
Ji benefit.
Detailed description of the invention
Fig. 1 is the schematic side view for showing a kind of state of side slope drilling platform of the application when using in side slope.
Fig. 2 is the schematic top plan view for showing the state of the side slope drilling platform of Fig. 1 when using in side slope.
Fig. 3 is the schematic perspective view of side slope drilling platform.
Fig. 4 is the schematic elevation view of the side slope drilling platform in Fig. 3.
Fig. 5 is the schematic top plan view of the side slope drilling platform in Fig. 3.
Fig. 6 is the schematic side view of the side slope drilling platform in Fig. 3.
Specific embodiment
In order to facilitate a better understanding of the technical solution of the application, below with reference to attached drawing to the specific embodiment party of the application
Formula is described in detail.
Mobile side slope drilling platform provided herein is applied especially suitable for carrying out armature boring in high slope
Work.Fig. 1 and Fig. 2 schematically shows the side slope drilling platform of the application be used in side slope carry out drilling construction when state
Figure.As shown in Figure 1, being provided with fixed link 4 at the platform 2 of 1 centre of side slope, side slope drilling platform 3 is connected for example, by wirerope
In fixed link 4, to be positioned relative to side slope 1.
As shown in figure 3, the ontology skeleton of side slope drilling platform 3 is substantially in # type structure, including two opposite and setting settings
The first beam 34 and four the second beams 35.
Each first beam 34 is substantially rectangle frame structure comprising the long side component of two transverse directions and two it is vertical
Short side component, and one of short side component is arc-shaped, constitutes sled type end member 38, the arc of sled type end member 38
Degree is adapted with grade of side slope.Sled type end member 38 on two the first beams 34 is arranged in parallel at side slope drilling platform 3
The same side of body skeleton is configured to the sled type end of side slope drilling platform 3, when in side slope progress armature boring construction
When, which contacts with side slope surface.
Four the second beams 35 constitute two plane layers up and down two-by-two and for ease of description claim the two plane layers respectively
For top plane layer and lower, planar layer.Two groups of steel being spaced apart from each other are laid on two the second beams 35 for constituting lower, planar layer
Pipe/reinforcing bar 31, this two groups of steel pipe/reinforcing bars 31 respectively constitute two operator standing parts.Between between two groups of steel pipe/reinforcing bars 31
Every and next to interval steel pipe/reinforcing bar 31 constitute drilling machine receiving portion 33.It is bored that is, operator standing part is located at
The two sides of hole machine receiving portion 33 can accommodate multidigit operator standing simultaneously and carry out construction operation above.
As shown in Figs. 1-5, there are three position fixed links more higher than the region of construction hole to be drilled in side slope for setting in side slope
4.Side slope drilling platform 3 is connected to fixed link 4 accordingly by three wirerope 32, and then is positioned relative to side slope 1.
Specifically, one end of every wirerope 32 is firmly attached to corresponding fixed link 4 by clip, and the other end of the wirerope 32 is logical
It crosses clip 37 (see Fig. 6) and chain block 36 is connected to the second beam 35 for constituting top plane layer.Anchor pole brill is carried out in side slope
When the constructing operation of hole, since side slope drilling platform is configured with the sled type end contacted with slope surface, pull chain block 36 can be with
Entire side slope drilling platform 3 is moved, successfully so as to rapidly slide side slope drilling platform 3 in hole interdigit as needed.
Clip 37 is preferably U-shaped buckle.
The length of first beam 34 is 2000 millimeters, and the length of the second beam 35 is preferably 1500 millimeters.In order to adapt to existing skill
Common drilling machine size in art, the width being spaced between two groups of steel pipe/reinforcing bars 31 being laid on the second beam 35 of lower, planar layer
Preferably 500 millimeters of degree.
When construction, first according to selected drilling machine size, the sheet of steel pipe and/or reinforcement fabrication side slope drilling platform is utilized
Body skeleton, each junction fastener etc. are securely connected, while ensuring that sled type end is in symmetrical and smooth position.
Then the side slope drilling platform is connected in the fixed link of side slope by wirerope, to be determined relative to side slope to be onstructed
Position, while chain block is installed in position.Next, placing drilling machine.
Mobile side slope drilling platform production provided herein is simple, and convenient for disassembly and assembly, movement is very convenient, can save
The big scale of construction supporting frame and drilling machine shift time of foundation bearing are removed, it is artificial so as to save, it is ensured that construction safety, significantly
Improve construction efficiency.The arc end of sled type construction profile designs, so that the side slope drilling platform can be suitably used for various complexity
The slope surface of environment.
Above to the explanation of the application specific embodiment, it is intended to those skilled in the art be enable to be practiced or carried out this Shen
Technical solution please, but scope of the present application is not limited in above-mentioned specific embodiment.Before without departing from the application spirit
It puts, those skilled in the art can make various changes and variation to the above specific embodiment, these change and variation
It falls into the protection scope of the application.
Therefore, the application is not intended to be limited to embodiment shown in this article, it is required that meet with it is disclosed herein
Principle and the consistent widest scope of features of novelty.
Claims (9)
1. a kind of mobile side slope drilling platform is constructed to be permeable to displaceably carry out relative to side slope to be onstructed
Positioning, it is characterised in that:
The ontology skeleton of the side slope drilling platform by wirerope be set to side slope to be onstructed and than in the side slope to
The higher fixed link in construction area position is connected, wherein one end of the wirerope would be fixedly, stationarily connected to corresponding institute by clip
Fixed link is stated, the other end of the wirerope is bonded the ontology skeleton by clip and chain block, makes it possible to pass through
Pull the chain block that the drilling platform is moved to position appropriate.
2. mobile side slope drilling platform according to claim 1, it is characterised in that:
The ontology skeleton of the side slope drilling platform is configured to # type frame structure, and the side slope drilling platform includes operator
Member standing part, drilling machine receiving portion and sled type end, the drilling machine receiving portion are located at the center of the ontology skeleton, institute
The two sides that operator standing part is located at the drilling machine receiving portion are stated, the ontology skeleton is arranged in sled type end
One side.
3. mobile side slope drilling platform according to claim 2, it is characterised in that: the ontology skeleton includes two
The first beam and four the second beams perpendicular to first beam opposite and that erect setting, four second beams distinguish structure two-by-two
At top plane layer and lower, planar layer,
Each first beam includes two lateral long side components being parallel to each other and two vertical short side components, one of them is perpendicular
It is arc-shaped to short side component, sled type end member is constituted, multiple sled type end members form the sled type side by side
End, the sled type end structure are adapted at the gradient of side slope to be onstructed,
The other end of the wirerope is connected to the appropriate location for constituting second beam of top plane layer.
4. mobile side slope drilling platform according to claim 3, it is characterised in that: the operator standing part by
Two groups of steel pipes on two second beams for constituting the lower, planar layer/reinforcing bar is laid on to constitute, two groups of steel pipe/reinforcing bars it
Between interval and steel pipe/reinforcing bar next to the interval constitute the drilling machine receiving portion, each steel pipe respectively with institute
State the first Liangping row.
5. mobile side slope drilling platform according to claim 4, it is characterised in that:
The side slope drilling platform is separately connected by three wirerope and three fixed links, wherein two wirerope are symmetrical
Ground is connected on second beam of sled type end, and another steel cable is connected to far from sled type end
That described second beam on.
6. mobile side slope drilling platform according to claim 1, it is characterised in that: the clip is U-shaped buckle.
7. mobile side slope drilling platform according to claim 3, it is characterised in that: the length of first beam is
2000 millimeters, the length of second beam is 1500 millimeters.
8. mobile side slope drilling platform according to claim 7, it is characterised in that: the width at the interval is 500
Millimeter.
9. mobile side slope drilling platform according to claim 4, it is characterised in that: the operator standing part by
Two groups of 20 reinforcing bars of φ being laid on second beam are constituted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910648681.5A CN110485936A (en) | 2019-07-18 | 2019-07-18 | A kind of mobile side slope drilling platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910648681.5A CN110485936A (en) | 2019-07-18 | 2019-07-18 | A kind of mobile side slope drilling platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110485936A true CN110485936A (en) | 2019-11-22 |
Family
ID=68547352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910648681.5A Pending CN110485936A (en) | 2019-07-18 | 2019-07-18 | A kind of mobile side slope drilling platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110485936A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302534A (en) * | 2020-10-19 | 2021-02-02 | 中交第二航务工程局有限公司 | Slope anchor rod construction device and rapid construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5921337A (en) * | 1997-06-03 | 1999-07-13 | Okamoto; Toshihito | Slope working machinery |
| CN102587830A (en) * | 2012-03-22 | 2012-07-18 | 四川大学 | Side slope anchoring hole drilling construction equipment and side slope anchoring hole drilling construction method |
| CN105908761A (en) * | 2016-04-21 | 2016-08-31 | 四川蜀通港口航道工程建设有限公司 | Construction technology of hanging basket moving platform for high slope |
| CN107419733A (en) * | 2017-06-15 | 2017-12-01 | 中国水利水电第五工程局有限公司 | A kind of side slope down-the-hole drill drilling operation platform |
| CN208265198U (en) * | 2018-05-24 | 2018-12-21 | 中铁十二局集团第四工程有限公司 | A kind of self-propelled side slope jumbolter platform trolley |
| CN109881687A (en) * | 2019-02-28 | 2019-06-14 | 中建六局安装工程有限公司 | An operating platform for high slope bolt support construction |
| CN211230261U (en) * | 2019-07-18 | 2020-08-11 | 河北建设集团股份有限公司 | Slope drilling platform that can remove |
-
2019
- 2019-07-18 CN CN201910648681.5A patent/CN110485936A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5921337A (en) * | 1997-06-03 | 1999-07-13 | Okamoto; Toshihito | Slope working machinery |
| CN102587830A (en) * | 2012-03-22 | 2012-07-18 | 四川大学 | Side slope anchoring hole drilling construction equipment and side slope anchoring hole drilling construction method |
| CN105908761A (en) * | 2016-04-21 | 2016-08-31 | 四川蜀通港口航道工程建设有限公司 | Construction technology of hanging basket moving platform for high slope |
| CN107419733A (en) * | 2017-06-15 | 2017-12-01 | 中国水利水电第五工程局有限公司 | A kind of side slope down-the-hole drill drilling operation platform |
| CN208265198U (en) * | 2018-05-24 | 2018-12-21 | 中铁十二局集团第四工程有限公司 | A kind of self-propelled side slope jumbolter platform trolley |
| CN109881687A (en) * | 2019-02-28 | 2019-06-14 | 中建六局安装工程有限公司 | An operating platform for high slope bolt support construction |
| CN211230261U (en) * | 2019-07-18 | 2020-08-11 | 河北建设集团股份有限公司 | Slope drilling platform that can remove |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302534A (en) * | 2020-10-19 | 2021-02-02 | 中交第二航务工程局有限公司 | Slope anchor rod construction device and rapid construction method |
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